Financial BO

Works

Civil Works

HATHGAON NAGAR PANCHAYAT WATER SUPPLY SCHEME IN DISTRICT FATEHPUR UNDER AMRUR 2.0 PROGRAMME

U P Jal Nigam (HQ), Lucknow

Fatehpur, Uttar Pradesh

Amount: ₹14.2 CrCloses: 24 Mar 2025Closed

Timeline

Published22 Feb 2025
Closed24 Mar 2025
Technical Evaluation11 Jun 2025
Financial Evaluation12 Jun 2025
Award—

Bids

Percentage

4 Bids12 Jun 2025

#	Company	Quoted %	Amount	Rank	Status
1	M/S SAURABH CONSTRUCTION L1₹11.0 CrAdmitted-Finance	-22.17%	₹11.0 Cr	L1	Admitted-Finance
2	Prayag Engineer Associates L2₹11.4 Cr+₹37.0 L (3.35%)Admitted-Finance	-19.56%	₹11.4 Cr+₹37.0 L (3.35%)	L2	Admitted-Finance
3	M/S CHANDRAMOHAN UPADHYAY Rejected-Technical MAHUADABAR PACHAT MISHROLIYA DISTRICT GORAKHPUR UTTAR PRADESH \| GORAKHPUR \| UTTAR PRADESH \| 273001	-	-	-	Rejected-Technical Technically Not Qualified
4	M/S MOHD UMAR HASHMI CONTRACTOR Rejected-Technical	-	-	-	Rejected-Technical Technically Not Qualified

Tender Value

₹14.2 Cr

EMD Value

₹14.2 L

Closing Date

24 Mar 2025, 5:00 pmClosed

Tender Inviting Organisation

Name

SUPERINTENDING ENGINEER

Address

SUPERINTENDING ENGINEER CONSTRUCTION CIRCLE UP JAL NIGAM URBAN PRAYAGRAJ

Work Description

HATHGAON NAGAR PANCHAYAT WATER SUPPLY SCHEME IN DISTRICT FATEHPUR UNDER AMRUR 2.0 PROGRAMME

Tender Information

Tender ID

2025_UPJNM_1010018_1

Reference Number

110/ AMRUT 2.0/ 45

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Percentage

Period of Work

455 days

Location

FATEHPUR

Source Website

Subscribe to view

Eligibility / Pre-Qualification

AS PER NIT

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredFEES AND TECHNICAL DOCUMENTS (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹23,600

Tender Fee Payable To

EE CD UP JAL NIGAM URBAN

EMD Fee Amount

₹14.2 L

Pre-Bid Meeting

Meeting Place

PRAYAGRAJ

Important Dates

Last Activity

12 Jun 2025

Published

22 Feb 2025

Bid Opening

25 Mar 2025

Download Starts

22 Feb 2025

Download Ends

24 Mar 2025

Submission Starts

22 Feb 2025

Pre-Bid Meeting

24 Feb 2025

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 (305 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Civil Works
1.01	Construction of R.C.C Overhead Tank	-	-	-	-
1.02	Submission of vetted design, drawing and Supply of all materials, labour, T&P etc. and construct an RCC over head tank of M-30 concrete with following capacity with minimum freeboard of 15cm, RCC staircase and 1.2m wide balcony, G.I. Pipe and angle iron posts around the balcony and at the dome periphery, two column RCC staircase with SS railing in a slope of 3:1 from the balcony to the top of tank and inside the tank, supply and fixing 10mm gauge M.H. cover of 60cm x 60cm size with locking device, ventilator, lightening conductor,digital water level indicator, fixing of puddle collars and bell mouths, supply and fixing M.S. clamps with RCC coloumn, 25 mm thick PCC 1:2:4 floor over 80 mm PCC 1:4:8 in appron, 150 mm semicircular drain around the tank, escape channel of 20m length, box type enclosure at the entrance of the staircase having locking arrangements, water proofing, three coats of approved quality Apex paint and testing of tank for water tightness etc. and including testing bearing capacity of soil , site clearance and other unforeseen items as per specifications in tender document and manuals etc. The depth of foundation is minimum 2.50m from existing Ground level on pile/ raft foundation or at more depth based on design of tank for which no extra claim shall be entertained. Made up level of OHt shall be taken as 0.60m above road level. Extra earth required for made up level shall be arranged by the contractor at his own cost. All works complete upto the satisfaction of Engineer-in-charge.	-	-	-	-
1.03	Supply and fixing of C.I D/F pipes with required specials such as reducers, duck foot bend, bell mouth etc in inlet of the tank including supply of MS clamps, rubber insertion sheet, nut bolts, washer etc complete as detailed a. C.I D/f pipe inlet - 2nos of 200mm dia b. C.I D/f pipe outlet - 2nos of 250mm dia c. C.I D/f pipe overflow - 2nos of 150mm dia d. C.I D/f pipe washout - 1nos of 150mm dia	-	-	-	-
1.04	Supply and fixing of C.I D/F sluice valves as per IS code including supply of jointing materials , rubber insertion sheet, nut bolts, washer etc complete as detailed a. C.I D/f pipe inlet - 2nos of 200mm dia b. C.I D/f pipe outlet - 2nos of 250mm dia c. C.I D/f pipe overflow - 2nos of 150mm dia d. C.I D/f pipe washout - 1nos of 150mm dia	-	-	-	-
1.05	Supply of materials, labour, T&P and construct brick masonary sluice valve chamber including RCC cover as per type dept. design at inlet, outlet and washout pipes. The RCC cover shall be casted in SS channel section with handles on both sides. (Chambers for washout and overflow may be combined)	-	-	-	-
1.06	The words U.P.Jal nigam (Urban) stating year of construction, capacity of OHT as per directions of Engineer-in-charge shall be painted prominently in letter not less than 30 cm in height. Maintenance for 12 months including supply of all materials etc complete.	-	-	-	-
1.07	Zone-I	-	-	-	-
1.08	800 KL @ 18m staging	-	KL	1	-
1.09	Zone-II	-	-	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

Financial Bid Opening

boq_comp_chart.xlsx

xlsx

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 • 4.64 MB

Work Item Documents

TD.pdf

Tender Documents • 11.57 MB

BOQ_1811743.xls

BOQ • 0.62 MB

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Company

M/S SAURABH CONSTRUCTION

L1₹11.0 CrAdmitted-Finance

Prayag Engineer Associates

L2₹11.4 Cr+₹37.0 L (3.35%)Admitted-Finance

M/S CHANDRAMOHAN UPADHYAY

Rejected-Technical

MAHUADABAR PACHAT MISHROLIYA DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | 273001

M/S MOHD UMAR HASHMI CONTRACTOR

Rejected-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Civil Works
1.01	Construction of R.C.C Overhead Tank	-	-	-	-
1.02	Submission of vetted design, drawing and Supply of all materials, labour, T&P etc. and construct an RCC over head tank of M-30 concrete with following capacity with minimum freeboard of 15cm, RCC staircase and 1.2m wide balcony, G.I. Pipe and angle iron posts around the balcony and at the dome periphery, two column RCC staircase with SS railing in a slope of 3:1 from the balcony to the top of tank and inside the tank, supply and fixing 10mm gauge M.H. cover of 60cm x 60cm size with locking device, ventilator, lightening conductor,digital water level indicator, fixing of puddle collars and bell mouths, supply and fixing M.S. clamps with RCC coloumn, 25 mm thick PCC 1:2:4 floor over 80 mm PCC 1:4:8 in appron, 150 mm semicircular drain around the tank, escape channel of 20m length, box type enclosure at the entrance of the staircase having locking arrangements, water proofing, three coats of approved quality Apex paint and testing of tank for water tightness etc. and including testing bearing capacity of soil , site clearance and other unforeseen items as per specifications in tender document and manuals etc. The depth of foundation is minimum 2.50m from existing Ground level on pile/ raft foundation or at more depth based on design of tank for which no extra claim shall be entertained. Made up level of OHt shall be taken as 0.60m above road level. Extra earth required for made up level shall be arranged by the contractor at his own cost. All works complete upto the satisfaction of Engineer-in-charge.	-	-	-	-
1.03	Supply and fixing of C.I D/F pipes with required specials such as reducers, duck foot bend, bell mouth etc in inlet of the tank including supply of MS clamps, rubber insertion sheet, nut bolts, washer etc complete as detailed a. C.I D/f pipe inlet - 2nos of 200mm dia b. C.I D/f pipe outlet - 2nos of 250mm dia c. C.I D/f pipe overflow - 2nos of 150mm dia d. C.I D/f pipe washout - 1nos of 150mm dia	-	-	-	-
1.04	Supply and fixing of C.I D/F sluice valves as per IS code including supply of jointing materials , rubber insertion sheet, nut bolts, washer etc complete as detailed a. C.I D/f pipe inlet - 2nos of 200mm dia b. C.I D/f pipe outlet - 2nos of 250mm dia c. C.I D/f pipe overflow - 2nos of 150mm dia d. C.I D/f pipe washout - 1nos of 150mm dia	-	-	-	-
1.05	Supply of materials, labour, T&P and construct brick masonary sluice valve chamber including RCC cover as per type dept. design at inlet, outlet and washout pipes. The RCC cover shall be casted in SS channel section with handles on both sides. (Chambers for washout and overflow may be combined)	-	-	-	-
1.06	The words U.P.Jal nigam (Urban) stating year of construction, capacity of OHT as per directions of Engineer-in-charge shall be painted prominently in letter not less than 30 cm in height. Maintenance for 12 months including supply of all materials etc complete.	-	-	-	-
1.07	Zone-I	-	-	-	-
1.08	800 KL @ 18m staging	-	KL	1	-
1.09	Zone-II	-	-	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Civil Works

1.01

Construction of R.C.C Overhead Tank

1.02

Submission of vetted design, drawing and Supply of all materials, labour, T&P etc. and construct an RCC over head tank of M-30 concrete with following capacity with minimum freeboard of 15cm, RCC staircase and 1.2m wide balcony, G.I. Pipe and angle iron posts around the balcony and at the dome periphery, two column RCC staircase with SS railing in a slope of 3:1 from the balcony to the top of tank and inside the tank, supply and fixing 10mm gauge M.H. cover of 60cm x 60cm size with locking device, ventilator, lightening conductor,digital water level indicator, fixing of puddle collars and bell mouths, supply and fixing M.S. clamps with RCC coloumn, 25 mm thick PCC 1:2:4 floor over 80 mm PCC 1:4:8 in appron, 150 mm semicircular drain around the tank, escape channel of 20m length, box type enclosure at the entrance of the staircase having locking arrangements, water proofing, three coats of approved quality Apex paint and testing of tank for water tightness etc. and including testing bearing capacity of soil , site clearance and other unforeseen items as per specifications in tender document and manuals etc. The depth of foundation is minimum 2.50m from existing Ground level on pile/ raft foundation or at more depth based on design of tank for which no extra claim shall be entertained. Made up level of OHt shall be taken as 0.60m above road level. Extra earth required for made up level shall be arranged by the contractor at his own cost. All works complete upto the satisfaction of Engineer-in-charge.

1.03

Supply and fixing of C.I D/F pipes with required specials such as reducers, duck foot bend, bell mouth etc in inlet of the tank including supply of MS clamps, rubber insertion sheet, nut bolts, washer etc complete as detailed a. C.I D/f pipe inlet - 2nos of 200mm dia b. C.I D/f pipe outlet - 2nos of 250mm dia c. C.I D/f pipe overflow - 2nos of 150mm dia d. C.I D/f pipe washout - 1nos of 150mm dia

1.04

Supply and fixing of C.I D/F sluice valves as per IS code including supply of jointing materials , rubber insertion sheet, nut bolts, washer etc complete as detailed a. C.I D/f pipe inlet - 2nos of 200mm dia b. C.I D/f pipe outlet - 2nos of 250mm dia c. C.I D/f pipe overflow - 2nos of 150mm dia d. C.I D/f pipe washout - 1nos of 150mm dia

1.05

Supply of materials, labour, T&P and construct brick masonary sluice valve chamber including RCC cover as per type dept. design at inlet, outlet and washout pipes. The RCC cover shall be casted in SS channel section with handles on both sides. (Chambers for washout and overflow may be combined)

1.06

The words U.P.Jal nigam (Urban) stating year of construction, capacity of OHT as per directions of Engineer-in-charge shall be painted prominently in letter not less than 30 cm in height. Maintenance for 12 months including supply of all materials etc complete.

1.07

Zone-I

1.08

800 KL @ 18m staging

1.09

Zone-II