Tender ID

CPPP

Cancelled

Works

Construction Works

OVERHAULING AND REPAIR OF 0.2 MLD SEWERAGE TREATMENT PLANT STP INSTALLED AT SECTOR HQ BSF FEROZEPUR 2ND CALL

DG,BSF,MHA

SHQ BSF CAMPUS FEROZEPUR | Firozepur, Punjab

Amount: ₹14.8 LCloses: 7 Apr 2026Closed

Timeline

Published1 Apr 2026
Cancelled2 Apr 2026

Cancellation Details

Cancellation of Tender

CANCELLATION OF TENDERCANCELLATION OF TENDERReason: Mismatch with NITDocument: cancelled_1.pdf

Published 2 Apr 2026

Tender Value

₹14.8 L

EMD Value

₹29,593

Closing Date

7 Apr 2026, 11:00 amClosed

Tender Inviting Organisation

Name

EXECUTIVE ENGINEER

Address

FTR HQ BSF JALANDHAR

Work Description

OVERHAULING AND REPAIR OF 0.2 MLD SEWERAGE TREATMENT PLANT STP INSTALLED AT SECTOR HQ BSF FEROZEPUR 2ND CALL

Tender Information

Tender ID

2026_BSF_904199_1

Reference Number

35/ENGG/NIT/BSF/JAL/2025-26

Tender Type

Open Tender

Product Category

Construction Works

Form of Contract

Percentage

Period of Work

90 days

Location

SHQ BSF CAMPUS FEROZEPUR

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical

RequiredENLISTMENT ORDER OF THE CONTRACTOR AS PER NIT. (.pdf)

RequiredSCANNED COPY OF EARNEST MONEY AS PER NIT. (.pdf)

RequiredCOPY OF RECEIPT FOR DEPOSITION OF ORIGINAL EMD AS PER NIT (.pdf)

RequiredCONTACT DETAILS OF THE CONTRACTOR AS PER NIT. (.pdf)

RequiredGST REGISTRATION CERTIFICATE AS PER NIT. (.pdf)

RequiredCERTIFICATES OF WORK EXPERIENCE AS PER NIT. (.pdf)

RequiredTO BECOME ELIGIBLE FOR ISSUE OF BID, THE BIDDERS SHALL HAVE TO FURNISH AN NOTARY AFFIDAVIT RS 100 AS (.pdf)

RequiredSCANNED COPY OF PAN CARD (.pdf)

RequiredCERTIFICATE OF INTEGRITY PACT SIGNED BY THE BIDDER AS PER NIT (.pdf)

RequiredEPF AND ESIC REGISTRATION CERTIFICATE AS PER NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹0

EMD Fee Amount

₹29,593

Important Dates

Last Activity

2 Apr 2026

Published

1 Apr 2026

Bid Opening

8 Apr 2026

Download Starts

1 Apr 2026

Download Ends

7 Apr 2026

Submission Starts

1 Apr 2026

Clarification Period

1 Apr 2026 - 7 Apr 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	M&L for rplacement of dual fillter media from the Anthracite type, self supporitng MS tank by Opening the manhole cover, removing the existing unserviceable filter media, cleaning the inner surfaces with caustic soda to remove all dirt, mud etc., scrapping and painting the inner surface of the tank with two coats of food grade enamenl paint and supply and filling filter media of grading as given below and as recommended by CPHEEO or any other standrads complete including renewal of rusted / corroded bolts, nuts, washers, 8mm thick top gasket etc. complete and refixing the manhole cover and testing the DM filter for the satisfactory performance complete all as directed by the engineer-in-charge: (a) Fresh Sand (obtained from river bed) of size(10*2) mm and coefficient of uniformity as approved filling in layers in the Filter Bed complete(b) Fresh sand (obtained from River bed) of size (16x3)mm and coefficient of uniformity as approved filling in laters in the Filter Bed complete(c) Fresh graded gravels of size 40 mm to 50 mm as approved , filling in layers in the Filter Bed complete(d) Fresh graded gravel of size 12mm to 20 mm as approved, filling in layers in the filter bed complete(e) Fresh graded gravel of size 6mm to 12 mm as approved, filling in layers in the filter bed complete(f) Fresh graded gravel of size 3.125mm to 6 mm as approved, filling in layers in the filter bed complete (g) Fresh graded gravel of size 3.125 to 1.562mm as approved, filling in layers in the filter bed, complete (h) Fresh activated Carbon of 1000 Iodine value.	-	Each Job	-	-
2	M&L for rplacement of dual fillter media from the Activated Carbon Filter, vertical, self supporitng MS tank by Opening the manhole cover, removing the existing unserviceable filter media, cleaning the inner surfaces with caustic soda to remove all dirt, mud etc., scrapping and painting the inner surface of the tank with two coats of food grade enamenl paint and supply and filling filter media of grading as given below and as recommended by CPHEEO or any other standrads complete including renewal of rusted / corroded bolts, nuts, washers, 8mm thick top gasket etc. complete and refixing the manhole cover and testing the DM filter for the satisfactory performance complete all as directed by the engineer-in-charge: (a) Fresh Sand (obtained from river bed) of size(10*2) mm and coefficient of uniformity as approved filling in layers in the Filter Bed complete(b) Fresh sand (obtained from River bed) of size (16x3)mm and coefficient of uniformity as approved filling in layers in the Filter Bed complete(c) Fresh graded gravels of size 40 mm to 50 mm as approved , filling in layers in the Filter Bed complete(d) Fresh graded gravel of size 12mm to 20 mm as approved, filling in layers in the filter bed complete (e) Fresh graded gravel of size 6mm to 12 mm as approved, filling in layers in the filter bed complete (f) Fresh graded gravel of size 3.125mm to 6 mm as approved, filling in layers in the filter bed complete (g) Fresh graded gravel of size 3.125 to 1.562mm as approved, filling in layers in the filter bed, complete (h) Fresh activated Carbon of 1000 Iodine value.	-	Each Job	-	-
3	Supply and replace internal tube settler media in hexagonal virgin PVC sheets with tongue and groove arrangemnt type, plain setting area at 55° angle having minimum specific area of 11 sq.m/cum, length of media 0.75m complete all as specified and as per direction of Engineer-in-charge.	-	cum	-	-
4	Supply and replace fluidized MBBR bio media made of virgin PP UV stabilized material with minimum effective specifice surface area of 400m²/m³, self supporting cylindrical shaped structure with external fins, specific gravity 0.9-0.95 gms/cm³ for enhancing dwelling space for bacterial growth installed in aeration tank as required complete all as specified and as directed. Supply and replace fluidized MBBR bio media made of virgin PP UV stabilized material with minimum effective specific surface area of 400m²/m³,self supporting cylindrical shaped structure with esternal fins, specific gravity 0.9-0.95 gms/cm³ for enhancing dwelling space for bacterial growth installed in aeration tank as required complete all as speicfied and as per direction of Engineer-in-charge.	-	cum	-	-
5	M&L for Restart up, re-comminssioning of STP 200 KLd with MBBR technology including microbial cultivation for MLSS development, stabilization and trial run of the system to meet the design parameters of raw sewage to designed treated parameters of treated sewage water including testing of inflow & treated water as per IS:3025(P-26)-1986 and APHA 23rd edition 2017 for satisfactory results complete all as specified and as directed. Note:-The tests shall be carried out from any National testing lab/ Govt authorized lab for similar nature of tests.	-	each job	-	-
6	supply and Fixing 15m3/hour Sewage Transfer Pump with 15 mtr head(Make : Kirolaskar/CRI/Equivaletn)	-	each	-	-
7	Supply and Fixing Twin Lobe AIR blower of Capacity 230 m3/hr @ 0.5 kg pressure complete with three phase motor of capacity 7.5 HP	-	each	-	-
8	Supply and fixing Monoblock Pump of capacity 15m3/hr for Filter Feed Pump	-	each	-	-
9	Supply and fixing Monoblock Pump of capacity 20m3/hr for Filter Feed Pump	-	each	-	-
10	Supply and fixing Complete Pipeline for the Entire 200 KLD STP plant for equilization tank, MBBR I, MBBR II, Tube Settler Tanks, Sludge Drying Beds, Dual Media Filters.	-	Each Job	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.39 MB

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.56 MB

Work Item Documents

BOQ_950391.xls

BOQ • 0.29 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

M&L for rplacement of dual fillter media from the Anthracite type, self supporitng MS tank by Opening the manhole cover, removing the existing unserviceable filter media, cleaning the inner surfaces with caustic soda to remove all dirt, mud etc., scrapping and painting the inner surface of the tank with two coats of food grade enamenl paint and supply and filling filter media of grading as given below and as recommended by CPHEEO or any other standrads complete including renewal of rusted / corroded bolts, nuts, washers, 8mm thick top gasket etc. complete and refixing the manhole cover and testing the DM filter for the satisfactory performance complete all as directed by the engineer-in-charge: (a) Fresh Sand (obtained from river bed) of size(10*2) mm and coefficient of uniformity as approved filling in layers in the Filter Bed complete(b) Fresh sand (obtained from River bed) of size (16x3)mm and coefficient of uniformity as approved filling in laters in the Filter Bed complete(c) Fresh graded gravels of size 40 mm to 50 mm as approved , filling in layers in the Filter Bed complete(d) Fresh graded gravel of size 12mm to 20 mm as approved, filling in layers in the filter bed complete(e) Fresh graded gravel of size 6mm to 12 mm as approved, filling in layers in the filter bed complete(f) Fresh graded gravel of size 3.125mm to 6 mm as approved, filling in layers in the filter bed complete (g) Fresh graded gravel of size 3.125 to 1.562mm as approved, filling in layers in the filter bed, complete (h) Fresh activated Carbon of 1000 Iodine value.

Each Job

M&L for rplacement of dual fillter media from the Activated Carbon Filter, vertical, self supporitng MS tank by Opening the manhole cover, removing the existing unserviceable filter media, cleaning the inner surfaces with caustic soda to remove all dirt, mud etc., scrapping and painting the inner surface of the tank with two coats of food grade enamenl paint and supply and filling filter media of grading as given below and as recommended by CPHEEO or any other standrads complete including renewal of rusted / corroded bolts, nuts, washers, 8mm thick top gasket etc. complete and refixing the manhole cover and testing the DM filter for the satisfactory performance complete all as directed by the engineer-in-charge: (a) Fresh Sand (obtained from river bed) of size(10*2) mm and coefficient of uniformity as approved filling in layers in the Filter Bed complete(b) Fresh sand (obtained from River bed) of size (16x3)mm and coefficient of uniformity as approved filling in layers in the Filter Bed complete(c) Fresh graded gravels of size 40 mm to 50 mm as approved , filling in layers in the Filter Bed complete(d) Fresh graded gravel of size 12mm to 20 mm as approved, filling in layers in the filter bed complete (e) Fresh graded gravel of size 6mm to 12 mm as approved, filling in layers in the filter bed complete (f) Fresh graded gravel of size 3.125mm to 6 mm as approved, filling in layers in the filter bed complete (g) Fresh graded gravel of size 3.125 to 1.562mm as approved, filling in layers in the filter bed, complete (h) Fresh activated Carbon of 1000 Iodine value.

Each Job

Supply and replace internal tube settler media in hexagonal virgin PVC sheets with tongue and groove arrangemnt type, plain setting area at 55° angle having minimum specific area of 11 sq.m/cum, length of media 0.75m complete all as specified and as per direction of Engineer-in-charge.

cum

Supply and replace fluidized MBBR bio media made of virgin PP UV stabilized material with minimum effective specifice surface area of 400m²/m³, self supporting cylindrical shaped structure with external fins, specific gravity 0.9-0.95 gms/cm³ for enhancing dwelling space for bacterial growth installed in aeration tank as required complete all as specified and as directed. Supply and replace fluidized MBBR bio media made of virgin PP UV stabilized material with minimum effective specific surface area of 400m²/m³,self supporting cylindrical shaped structure with esternal fins, specific gravity 0.9-0.95 gms/cm³ for enhancing dwelling space for bacterial growth installed in aeration tank as required complete all as speicfied and as per direction of Engineer-in-charge.

cum

M&L for Restart up, re-comminssioning of STP 200 KLd with MBBR technology including microbial cultivation for MLSS development, stabilization and trial run of the system to meet the design parameters of raw sewage to designed treated parameters of treated sewage water including testing of inflow & treated water as per IS:3025(P-26)-1986 and APHA 23rd edition 2017 for satisfactory results complete all as specified and as directed. Note:-The tests shall be carried out from any National testing lab/ Govt authorized lab for similar nature of tests.

each job

supply and Fixing 15m3/hour Sewage Transfer Pump with 15 mtr head(Make : Kirolaskar/CRI/Equivaletn)

each

Supply and Fixing Twin Lobe AIR blower of Capacity 230 m3/hr @ 0.5 kg pressure complete with three phase motor of capacity 7.5 HP

each

Supply and fixing Monoblock Pump of capacity 15m3/hr for Filter Feed Pump

each

Supply and fixing Monoblock Pump of capacity 20m3/hr for Filter Feed Pump

each

Supply and fixing Complete Pipeline for the Entire 200 KLD STP plant for equilization tank, MBBR I, MBBR II, Tube Settler Tanks, Sludge Drying Beds, Dual Media Filters.

Each Job