Technical Eval

Works

Civil Works - Water Works

LAYING OF 56 mts.SEWER LINE THROUGH TRECHLESS METHOD AND 610 MTS. SEWER LINE THROUGH OPEN CUT METHOD FROMSINDHURI COLONY(CHANDPUR)INCLUDING DESILTING OF LINE.

Varanasi Nagar Nigam Varanasi

Varanasi, Uttar Pradesh

Amount: Refer DocsCloses: 29 May 2026Closed

Timeline

Published8 May 2026
Closed29 May 2026
Technical Evaluation9 Jun 2026
Award—

Bids

3 Bids9 Jun 2026

#	Company	Status
1	INDERCHAND AND CO Accepted-Technical	Accepted-Technical Technically Qualified
2	M/s Acme Pumps and Power Projects Limited Accepted-Technical 12 041 BHASKAR COMPLEX ASHOK NAGAR GAUTAM BUDDHA MARG LUCKNOW 226018 \| LUCKNOW \| LUCKNOW \| UTTAR PRADESH \| 226018	Accepted-Technical Technically Qualified
3	NITIKA ENTERPRISES Accepted-Technical	Accepted-Technical Technically Qualified

Tender Value

Refer Docs

EMD Value

₹7.8 L

Closing Date

29 May 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

EE(HQ)

Address

EE(HQ)JALKAL VIBHAG NAGAR NIGAM

Work Description

LAYING OF 56 mts.SEWER LINE THROUGH TRECHLESS METHOD AND 610 MTS. SEWER LINE THROUGH OPEN CUT METHOD FROMSINDHURI COLONY(CHANDPUR)INCLUDING DESILTING OF LINE.

Tender Information

Tender ID

2026_NNVAR_1146678_2

Reference Number

162/II/EE(HQ)/JKNN/26-27 DATED-07/05/2026

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Percentage

Period of Work

180 days

Location

VARANASI

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTERMS AND CONDITION (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹20,000

Tender Fee Payable To

GM JALKAL

EMD Fee Amount

₹7.8 L

Important Dates

Last Activity

9 Jun 2026

Published

8 May 2026

Bid Opening

29 May 2026

Download Starts

8 May 2026

Download Ends

29 May 2026

Submission Starts

8 May 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 (67 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying Of 56 mts.Sewer Line Through Trenchless Method and 610 mts sewer line through open cut methodfrom shinduria colony to bata mode(chandpur) including desilting of line.
1.01	Desilting the sewer lines through jetting and suction machine, including barricading, cleaning and re-construction of manhole for section of isolation by plugging and flow stoppage, setting up to over-pumping arrangements, traffic management, jetting and dislodging of accumulated silt from the pipe lines, removal of silt through suction hose, disposal of removed silt upto a distance of 20 km, necessory temporary repairs of sewer to stop locational collapses, ingress of ground water in the desilted section of the pipelines as per the direction of engineer in charge. In line with the specification prescribed in Inds TT:201-2018: Code of practice for curved in placed placed pipe technique suiting indian conditions appendix B. 450 mm	1	cum	-	-
1.02	500 mm	1	cum	-	-
1.03	600 mm	-	cum	-	-
1.04	700 mm	1	cum	-	-
1.05	800 mm	1	cum	-	-
1.06	Evaluating pipe line condition through inline CCTV survey to assess the internal condition and material of the buried pipe line including accurate measurement of the length and diameter/cross section, invert levels and other physical attributes of buried pipe line, identification of all defects, joints and connection, measurement and recording of their location/positions, sizes and conditions of such pipe lines including provision of survey report and records of conditions both through video recording in PAL format on a new VHS cassette as well as report on the structural conditions of the pipe lines as per the direction of engineer in charge. In line with the specifications prescribed in inds TT:201-2018: Code of practice for cured in placed pipe technique suiting indian conditions appendix A. for sewers upto 900mm diameter.	-	rm	-	-
1.07	Raising of manhole upto existing road level including dismantelling of frame & cover from manhole with due care and safety so as avoid damage, raising of manhole with brickwork and plastering in 1:3 cement mortar, filling of gap with cement concrete of M-20 grade, refixing of frame & cover and footrest etc. complete to the satifaction of engineer-in-charge.	-	no	-	-
1.08	Repairing of existing manhole with brickwork and plastering in 1:3 cement mortar, footrest etc., complete to the satifaction of engineer-in-charge.	-	no	-	-
1.09	Provision for management and safety of existing utilities e.g. electric & telephone cable/poles, drains etc. during excavation & laying of sewers.	-	rm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.pdf

PDF

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 • 1.47 MB

Work Item Documents

chandpur.pdf

Tender Documents • 8.31 MB

BOQ_2144534.xls

BOQ • 0.37 MB

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Company

INDERCHAND AND CO

Accepted-Technical

M/s Acme Pumps and Power Projects Limited

Accepted-Technical

12 041 BHASKAR COMPLEX ASHOK NAGAR GAUTAM BUDDHA MARG LUCKNOW 226018 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226018

NITIKA ENTERPRISES

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Laying Of 56 mts.Sewer Line Through Trenchless Method and 610 mts sewer line through open cut methodfrom shinduria colony to bata mode(chandpur) including desilting of line.
1.01	Desilting the sewer lines through jetting and suction machine, including barricading, cleaning and re-construction of manhole for section of isolation by plugging and flow stoppage, setting up to over-pumping arrangements, traffic management, jetting and dislodging of accumulated silt from the pipe lines, removal of silt through suction hose, disposal of removed silt upto a distance of 20 km, necessory temporary repairs of sewer to stop locational collapses, ingress of ground water in the desilted section of the pipelines as per the direction of engineer in charge. In line with the specification prescribed in Inds TT:201-2018: Code of practice for curved in placed placed pipe technique suiting indian conditions appendix B. 450 mm	1	cum	-	-
1.02	500 mm	1	cum	-	-
1.03	600 mm	-	cum	-	-
1.04	700 mm	1	cum	-	-
1.05	800 mm	1	cum	-	-
1.06	Evaluating pipe line condition through inline CCTV survey to assess the internal condition and material of the buried pipe line including accurate measurement of the length and diameter/cross section, invert levels and other physical attributes of buried pipe line, identification of all defects, joints and connection, measurement and recording of their location/positions, sizes and conditions of such pipe lines including provision of survey report and records of conditions both through video recording in PAL format on a new VHS cassette as well as report on the structural conditions of the pipe lines as per the direction of engineer in charge. In line with the specifications prescribed in inds TT:201-2018: Code of practice for cured in placed pipe technique suiting indian conditions appendix A. for sewers upto 900mm diameter.	-	rm	-	-
1.07	Raising of manhole upto existing road level including dismantelling of frame & cover from manhole with due care and safety so as avoid damage, raising of manhole with brickwork and plastering in 1:3 cement mortar, filling of gap with cement concrete of M-20 grade, refixing of frame & cover and footrest etc. complete to the satifaction of engineer-in-charge.	-	no	-	-
1.08	Repairing of existing manhole with brickwork and plastering in 1:3 cement mortar, footrest etc., complete to the satifaction of engineer-in-charge.	-	no	-	-
1.09	Provision for management and safety of existing utilities e.g. electric & telephone cable/poles, drains etc. during excavation & laying of sewers.	-	rm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Laying Of 56 mts.Sewer Line Through Trenchless Method and 610 mts sewer line through open cut methodfrom shinduria colony to bata mode(chandpur) including desilting of line.

1.01

Desilting the sewer lines through jetting and suction machine, including barricading, cleaning and re-construction of manhole for section of isolation by plugging and flow stoppage, setting up to over-pumping arrangements, traffic management, jetting and dislodging of accumulated silt from the pipe lines, removal of silt through suction hose, disposal of removed silt upto a distance of 20 km, necessory temporary repairs of sewer to stop locational collapses, ingress of ground water in the desilted section of the pipelines as per the direction of engineer in charge. In line with the specification prescribed in Inds TT:201-2018: Code of practice for curved in placed placed pipe technique suiting indian conditions appendix B. 450 mm

cum

1.02

500 mm

cum

1.03

600 mm

cum

1.04

700 mm

cum

1.05

800 mm

cum

1.06

Evaluating pipe line condition through inline CCTV survey to assess the internal condition and material of the buried pipe line including accurate measurement of the length and diameter/cross section, invert levels and other physical attributes of buried pipe line, identification of all defects, joints and connection, measurement and recording of their location/positions, sizes and conditions of such pipe lines including provision of survey report and records of conditions both through video recording in PAL format on a new VHS cassette as well as report on the structural conditions of the pipe lines as per the direction of engineer in charge. In line with the specifications prescribed in inds TT:201-2018: Code of practice for cured in placed pipe technique suiting indian conditions appendix A. for sewers upto 900mm diameter.

1.07

Raising of manhole upto existing road level including dismantelling of frame & cover from manhole with due care and safety so as avoid damage, raising of manhole with brickwork and plastering in 1:3 cement mortar, filling of gap with cement concrete of M-20 grade, refixing of frame & cover and footrest etc. complete to the satifaction of engineer-in-charge.

1.08

Repairing of existing manhole with brickwork and plastering in 1:3 cement mortar, footrest etc., complete to the satifaction of engineer-in-charge.

1.09

Provision for management and safety of existing utilities e.g. electric & telephone cable/poles, drains etc. during excavation & laying of sewers.