Rajasthan

Cancelled

Works

Water Equipments/ Meter/ Drilling/ Boring

Construction and commissioning of 01 No Solar Energy Based bore well water pumping systems including comprehensive operation and maintenance for a period of Five years near house of Ram Hari Meena S/o Bharosi Meena in Village Khohra Band ka pura

PHED-Chief Engineer(HQ),Jaipur

EE PHED Project Division Karauli HQ Todabhim | Karauli, Rajasthan

Amount: ₹16.7 LCloses: 8 Jun 2026Closed

Timeline

Published1 Jun 2026
Closed8 Jun 2026
Cancelled11 Jun 2026

Corrigenda

Corrigendum

2 updatesLatest on 8 Jun 2026Submission Ends:8 Jun 202612 Jun 2026

Date changes

Download Ends8 Jun 202612 Jun 2026Submission Ends8 Jun 202612 Jun 2026Bid Opening9 Jun 202615 Jun 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderMismatch NIT No.Reason: Mismatch with NITDocument: cancelled_1.pdf

Published 11 Jun 2026

Tender Value

₹16.7 L

EMD Value

₹33,496

Closing Date

8 Jun 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

EE PHED Project Division Karauli HQ Todabhim

Address

EE PHED Project Division Karauli HQ Todabhim

Work Description

Construction and commissioning of 01 No Solar Energy Based bore well water pumping systems including comprehensive operation and maintenance for a period of Five years near house of Ram Hari Meena S/o Bharosi Meena in Village Khohra Band ka pura

Tender Information

Tender ID

2026_PHCJA_563969_1

Reference Number

NIT No. 06/2026-27

Tender Type

Open Tender

Product Category

Water Equipments/ Meter/ Drilling/ Boring

Form of Contract

Percentage

Location

EE PHED Project Division Karauli HQ Todabhim

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As Per TD

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

RequiredNIB (.pdf)

RequiredTender Document (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

EE PHED Project Division Karauli HQ Todabhim

EMD Fee Amount

₹33,496

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

11 Jun 2026

Published

1 Jun 2026

Bid Opening

9 Jun 2026

Download Starts

1 Jun 2026

Download Ends

8 Jun 2026

Submission Starts

1 Jun 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work will include lowering of housing and strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed after obtaining sand free water.
1.01	Nominal bore 150 mm dia.	100	Mtr	1,139	₹1,13,900
1.02	Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of tube well is more than 100 mtr.	80	Mtr	-	-
1.03	Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m)	120	Mtr	1,933	₹2,31,960
1.04	Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc.	-	-	-	-
1.05	3 core 4.0 Sq.mm	240	Mtr	189	₹45,360
1.06	Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.	-	-	-	-
1.07	150 mm dia	1	Each	812	₹812
1.08	Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 150 mm dia nominal bore of 4.8 mm thickness	18	Mtr	209	₹3,762
1.09	Providing, installation, testing and commissioning structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting for following staging and capacity of Rotational Moulded Polyethylene water storage tank on it as per indicative drawing given in the bid document. On the Polyethylene tanks, there shall be provision of suitable space for installation of solar panels up to 5.0 KW and further additional 2.5 KW on the side of Steel structure if required as per indicative drawing. Cost of solar panels is not included in this item . The structural steel shall be 120 micron hot dip galvanized iron and foundation of structure shall be in RCC with minimum depth as 2.0 mtr (other than rocky strata). The work includes P&F of Polyethylene Water Storage Tank(IS: 12701, ISI marked, indicating the BIS license No.) of approved make with cover. Providing & fixing 50 mm dia ISI marked G.I. class B pipe for inlet, outlet and over flow pipe and 32 mm GI class B pipe for wash out with GM gate valves at inlet and outlet pipe Including making connection etc. complete as per drawing, technical specification and direction of Engineer in In charge. The scope includes inlet GI pipe from ground level to water tank and outlet pipe from water tank to ground and up to 2.0 mtr away from foundation and overflow pipe is to be interconnected in distribution pipe line. Wash out pipe shall be taken up to a suitable point minimum 5.0 mtr away from tank. Water level controller shall installed to monitor level in tank and shall automatically shut off motor when tank is filled .	-	-	-	-

Stage Documents

Stage Summary Snapshot

stage.html

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Cancellation Documents

cancelled_1.pdf

pdf • 0.25 MB

Documents

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Tender Page Snapshot

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NIT Documents

Tendernotice_1.pdf

PDF • 0.66 MB

Work Item Documents

BOQ_1003779.xls

BOQ • 0.36 MB

TD06.pdf

Tender Documents • 2.19 MB

Corrigendum Documents

latter.pdf

PDF • 0.21 MB

Corrigendum1.pdf

PDF • 0.32 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work will include lowering of housing and strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed after obtaining sand free water.
1.01	Nominal bore 150 mm dia.	100	Mtr	1,139	₹1,13,900
1.02	Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of tube well is more than 100 mtr.	80	Mtr	-	-
1.03	Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m)	120	Mtr	1,933	₹2,31,960
1.04	Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc.	-	-	-	-
1.05	3 core 4.0 Sq.mm	240	Mtr	189	₹45,360
1.06	Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.	-	-	-	-
1.07	150 mm dia	1	Each	812	₹812
1.08	Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 150 mm dia nominal bore of 4.8 mm thickness	18	Mtr	209	₹3,762
1.09	Providing, installation, testing and commissioning structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting for following staging and capacity of Rotational Moulded Polyethylene water storage tank on it as per indicative drawing given in the bid document. On the Polyethylene tanks, there shall be provision of suitable space for installation of solar panels up to 5.0 KW and further additional 2.5 KW on the side of Steel structure if required as per indicative drawing. Cost of solar panels is not included in this item . The structural steel shall be 120 micron hot dip galvanized iron and foundation of structure shall be in RCC with minimum depth as 2.0 mtr (other than rocky strata). The work includes P&F of Polyethylene Water Storage Tank(IS: 12701, ISI marked, indicating the BIS license No.) of approved make with cover. Providing & fixing 50 mm dia ISI marked G.I. class B pipe for inlet, outlet and over flow pipe and 32 mm GI class B pipe for wash out with GM gate valves at inlet and outlet pipe Including making connection etc. complete as per drawing, technical specification and direction of Engineer in In charge. The scope includes inlet GI pipe from ground level to water tank and outlet pipe from water tank to ground and up to 2.0 mtr away from foundation and overflow pipe is to be interconnected in distribution pipe line. Wash out pipe shall be taken up to a suitable point minimum 5.0 mtr away from tank. Water level controller shall installed to monitor level in tank and shall automatically shut off motor when tank is filled .	-	-	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work will include lowering of housing and strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed after obtaining sand free water.

1.01

Nominal bore 150 mm dia.

100

Mtr

1,139

₹1,13,900

1.02

Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of tube well is more than 100 mtr.

Mtr

1.03

Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m)

120

Mtr

1,933

₹2,31,960

1.04

Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc.

1.05

3 core 4.0 Sq.mm

240

Mtr

189

₹45,360

1.06

Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug.

1.07

150 mm dia

Each

812

₹812

1.08

Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. 150 mm dia nominal bore of 4.8 mm thickness

Mtr

209

₹3,762

1.09

Providing, installation, testing and commissioning structural steel work riveted or bolted in built up sections, trusses and framed work, including cutting, hoisting for following staging and capacity of Rotational Moulded Polyethylene water storage tank on it as per indicative drawing given in the bid document. On the Polyethylene tanks, there shall be provision of suitable space for installation of solar panels up to 5.0 KW and further additional 2.5 KW on the side of Steel structure if required as per indicative drawing. Cost of solar panels is not included in this item . The structural steel shall be 120 micron hot dip galvanized iron and foundation of structure shall be in RCC with minimum depth as 2.0 mtr (other than rocky strata). The work includes P&F of Polyethylene Water Storage Tank(IS: 12701, ISI marked, indicating the BIS license No.) of approved make with cover. Providing & fixing 50 mm dia ISI marked G.I. class B pipe for inlet, outlet and over flow pipe and 32 mm GI class B pipe for wash out with GM gate valves at inlet and outlet pipe Including making connection etc. complete as per drawing, technical specification and direction of Engineer in In charge. The scope includes inlet GI pipe from ground level to water tank and outlet pipe from water tank to ground and up to 2.0 mtr away from foundation and overflow pipe is to be interconnected in distribution pipe line. Wash out pipe shall be taken up to a suitable point minimum 5.0 mtr away from tank. Water level controller shall installed to monitor level in tank and shall automatically shut off motor when tank is filled .