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Works

Civil Works

Demolishing of Existing RCC OHT at Usman road Cantt. Lucknow, Construction of New RCC OHT Two Number at Usman road and Kasaibara Cantt. Lucknow with SCADA Room Two Numbers.

U P Jal Nigam (HQ), Lucknow

Cantonment Lucknow | Lucknow, Uttar Pradesh

Amount: Refer DocsCloses: 4 Aug 2026Closed

Timeline

Published28 Jul 2026
Closed4 Aug 2026
Bid Opening4 Aug 2026

Tender Value

Refer Docs

EMD Value

₹7.4 L

Closing Date

4 Aug 2026, 2:00 pmClosed

Tender Inviting Organisation

Name

S.E., Const. Circle, UPJN Urban Lko

Address

S.E., Const. Circle, UPJN Urban Lko

Work Description

Demolishing of Existing RCC OHT at Usman road Cantt. Lucknow, Construction of New RCC OHT Two Number at Usman road and Kasaibara Cantt. Lucknow with SCADA Room Two Numbers.

Tender Information

Tender ID

2026_UPJNM_1172987_1

Reference Number

1814/M-13/130, dt 17-07-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

547 days

Location

Cantonment Lucknow

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredTechnical Document (.pdf)

Finance

Requiredfinancial Document (.xls)

Fee & Financial Details

Tender Fee Amount

₹11,800

Tender Fee Payable To

Ex. En. Const. Div. UPJN Urban Hardoi

EMD Fee Amount

₹7.4 L

Important Dates

Last Activity

28 Jul 2026

Published

28 Jul 2026

Bid Opening

4 Aug 2026

Download Starts

28 Jul 2026

Download Ends

4 Aug 2026

Submission Starts

28 Jul 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 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Demolishing of existing OHT Demolishing of existing RCC over head tank (900 KL) situated at Water works compound No. 1, Usman road, Cantt. Lucknow by manually / mechanical process with proper barricating and necessary safety arrangements including stacking of serviceable materials i.e. pipes, steel, sluice valve etc. and disposal of unserviceable materials/ scraps within distance of 8 km distance in municipal limit as per direction of engineer in charge including supply of all machinery, T&P, labour etc. required for proper completion of the work.	-	Job	0.49	-
2Supply of all material, labour T&P etc. and construction of following size of R.C.C. over head tank, structural design & drawings based on IS 3370-1965 (Part I to IV) or its latest amendment of given tentative and structural drawing and design must be vetted by IIT layout as ground level of over head tank consider from 50 cm above than top of road surface to be finalized by the engineer in charge on contractor's design and drawing (from a reputed Engineering Institution). The design is based on all relevant technical specification as given herewith tender and as per relevant BIS codes with due consideration for seismic and wind force on a suitable foundation as required on the basis of soil investigation report which provided. The OHT have a minimum free board of 15 cm from bottom of top ring beam below slab or dia of over flow pipe plus one flange in whichever is greater or as provided in IS 1911 pear III 1978 and its latest amendment, one meter wide seperate RCC staircase supporting on columns in two rows and one meter wide peripherical balcony around the tank at junction of cone wall and vertical wall, GI pipe railing consisting of 20 mm dia class-B GI pipe in three rows and angle iron 60x60x6 mm posts around balcony at one meter spacing upto top dome periphery. MS ladder made of 60x60x6 mm angle iron including steps of 20 mm dia plain bar for inside the tank, supply and fixing 6 mm thick M.S. manhole cover 75x75 mm with locking device, ventilator and lightning conductor, electronic water level indicator, supply and fixing of removable element Woltman bulk water meter at the outlet of the over head tank with AMR compatibility with supply of all materials, labour, T&P etc. and construction of masonry type chamber with locking arrangement for bulk water meter, 40 mm thick cement concrete in proportion of 1:1.5:3 over 100 mm thick 1:4:8 base concrete with cement, coarse sand and 40 mm guage stone ballast in apron, 150 mm size cc drain around the floor of tank, box type enclosure at the entrance of the stair case having locking arrangement, painting with two coats of apex paint over one coat of primer over cement putty. The rates included in structural design, supply of all material, labour T&P and testing of water tightness of the tank and maintenance of tank for 24 month etc complete. The work including supply and fixing of ISI marked DI D/F pipe of 10 kg/cm2 as per determine working pressure. The items also include rubber packing, nut bolt 50x5 mm MS clamp etc complete including supply and fixing of puddle color in bottom dome and bell mouth piece on all pipes inlet, overflow, outlet & wash out pipe. It also include supply and fixing of ISI mark DI duck foot bend for inlet, out let, over flow and washout pipe on proper foundation including supply of all material labour T&P etc complete and also supply and fixing of CI double flanged ISI mark actuater sluice valve with wheel for inlet, outlet and washout pipe & CI / DF NRV for over flow pipe (body test pressure 1.0 Mpa). The work also include two coat of painting over one priming coat on DI pipe and also construction of sluice valve chamber in each sluice valve as per departmenal type drawing and specifications, including disposal of surplus earth, debris, cleaning and development of campus etc. complete.
2.01	Over Head Tank 950 KL / 22 M Staging situated at Water works compound No. 1 Usman road, Cantt. Lucknow.	-	No.	0.95	-
2.02	Over Head Tank 950 KL / 22 M Staging situated at Water works compound No. 2 Kasaibara road, Cantt. Lucknow.	-	No.	0.95	-
3	CONSTRUCTION OF SCADA ROOM Supply of all material T&P etc. required for construction of SCADA Rooms at Water works compound No.1 Usman road and Water works Compound no. 2, Kasaibara, Cantt. Lucknow (framed structure in M-25) as per drawing submitted by contractor and its approved by department. The structural design of SCADA Room shall be submitted by the contractor on the basis of safe bearing capacity of soil. The plinth level of SCADA Room shall be 60cm above from finished GL of the campus. The plinth area of the SCADA room 12.25 Sqm (3.50 x 3.50 M), Height of meter Room 3.25 M, antitermite treatment, 40 mm thick kota stone flooring over 100mm thick 1:1.5:3 CC; under ground electric fittings, cable trenches as per requirement of Electrical and Mechanical Wing, 100mm thick 1:1.5:3 CC apron with nominal reinforcement provinding 230mm brick protection wall of 60cm depth with 30cm sand filling shall be taken in consideration for structural design of SCADA Room including all materials, labour, T&P required for proper completion of work as per direction of Engineer in charge.	-	Nos.	0.58	-

Documents

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Tender Page Snapshot

details.html

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NIT Documents

Tendernotice_1.pdf

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Work Item Documents

CanttOHTtenderdocfinal.pdf

Tender Documents • 2.44 MB

BOQ_2202738.xls

BOQ • 0.26 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Demolishing of existing OHT Demolishing of existing RCC over head tank (900 KL) situated at Water works compound No. 1, Usman road, Cantt. Lucknow by manually / mechanical process with proper barricating and necessary safety arrangements including stacking of serviceable materials i.e. pipes, steel, sluice valve etc. and disposal of unserviceable materials/ scraps within distance of 8 km distance in municipal limit as per direction of engineer in charge including supply of all machinery, T&P, labour etc. required for proper completion of the work.

Job

0.49

2Supply of all material, labour T&P etc. and construction of following size of R.C.C. over head tank, structural design & drawings based on IS 3370-1965 (Part I to IV) or its latest amendment of given tentative and structural drawing and design must be vetted by IIT layout as ground level of over head tank consider from 50 cm above than top of road surface to be finalized by the engineer in charge on contractor's design and drawing (from a reputed Engineering Institution). The design is based on all relevant technical specification as given herewith tender and as per relevant BIS codes with due consideration for seismic and wind force on a suitable foundation as required on the basis of soil investigation report which provided. The OHT have a minimum free board of 15 cm from bottom of top ring beam below slab or dia of over flow pipe plus one flange in whichever is greater or as provided in IS 1911 pear III 1978 and its latest amendment, one meter wide seperate RCC staircase supporting on columns in two rows and one meter wide peripherical balcony around the tank at junction of cone wall and vertical wall, GI pipe railing consisting of 20 mm dia class-B GI pipe in three rows and angle iron 60x60x6 mm posts around balcony at one meter spacing upto top dome periphery. MS ladder made of 60x60x6 mm angle iron including steps of 20 mm dia plain bar for inside the tank, supply and fixing 6 mm thick M.S. manhole cover 75x75 mm with locking device, ventilator and lightning conductor, electronic water level indicator, supply and fixing of removable element Woltman bulk water meter at the outlet of the over head tank with AMR compatibility with supply of all materials, labour, T&P etc. and construction of masonry type chamber with locking arrangement for bulk water meter, 40 mm thick cement concrete in proportion of 1:1.5:3 over 100 mm thick 1:4:8 base concrete with cement, coarse sand and 40 mm guage stone ballast in apron, 150 mm size cc drain around the floor of tank, box type enclosure at the entrance of the stair case having locking arrangement, painting with two coats of apex paint over one coat of primer over cement putty. The rates included in structural design, supply of all material, labour T&P and testing of water tightness of the tank and maintenance of tank for 24 month etc complete. The work including supply and fixing of ISI marked DI D/F pipe of 10 kg/cm2 as per determine working pressure. The items also include rubber packing, nut bolt 50x5 mm MS clamp etc complete including supply and fixing of puddle color in bottom dome and bell mouth piece on all pipes inlet, overflow, outlet & wash out pipe. It also include supply and fixing of ISI mark DI duck foot bend for inlet, out let, over flow and washout pipe on proper foundation including supply of all material labour T&P etc complete and also supply and fixing of CI double flanged ISI mark actuater sluice valve with wheel for inlet, outlet and washout pipe & CI / DF NRV for over flow pipe (body test pressure 1.0 Mpa). The work also include two coat of painting over one priming coat on DI pipe and also construction of sluice valve chamber in each sluice valve as per departmenal type drawing and specifications, including disposal of surplus earth, debris, cleaning and development of campus etc. complete.

2.01

Over Head Tank 950 KL / 22 M Staging situated at Water works compound No. 1 Usman road, Cantt. Lucknow.

No.

0.95

2.02

Over Head Tank 950 KL / 22 M Staging situated at Water works compound No. 2 Kasaibara road, Cantt. Lucknow.

No.

0.95

CONSTRUCTION OF SCADA ROOM Supply of all material T&P etc. required for construction of SCADA Rooms at Water works compound No.1 Usman road and Water works Compound no. 2, Kasaibara, Cantt. Lucknow (framed structure in M-25) as per drawing submitted by contractor and its approved by department. The structural design of SCADA Room shall be submitted by the contractor on the basis of safe bearing capacity of soil. The plinth level of SCADA Room shall be 60cm above from finished GL of the campus. The plinth area of the SCADA room 12.25 Sqm (3.50 x 3.50 M), Height of meter Room 3.25 M, antitermite treatment, 40 mm thick kota stone flooring over 100mm thick 1:1.5:3 CC; under ground electric fittings, cable trenches as per requirement of Electrical and Mechanical Wing, 100mm thick 1:1.5:3 CC apron with nominal reinforcement provinding 230mm brick protection wall of 60cm depth with 30cm sand filling shall be taken in consideration for structural design of SCADA Room including all materials, labour, T&P required for proper completion of work as per direction of Engineer in charge.

Nos.

0.58