Rajasthan

Active

Works

Civil Works - Water Works

NIT 67

PHED-Chief Engineer(HQ),Jaipur

AMET | Rajsamand, Rajasthan

Amount: ₹19.6 LCloses: 24 Sept 202622 Sept 2026Due tomorrow

Timeline

Published18 Sept 2026
Closes24 Sept 202622 Sept 2026
Bid Opening25 Sept 202622 Sept 2026

Corrigenda

Corrigendum

1 updatesLatest on 22 Sept 2026Submission Ends:22 Sept 202624 Sept 2026

Date changes

Download Ends22 Sept 202624 Sept 2026Submission Ends22 Sept 202624 Sept 2026Bid Opening22 Sept 202625 Sept 2026

Tender Value

₹19.6 L

EMD Value

₹9,805

Closing Date

24 Sept 2026, 6:00 pmDue tomorrow

Tender Inviting Organisation

Name

EE PHED DIVISION AMET

Address

EE PHED DIVISION AMET

Work Description

Providing Laying Jointing of Pipe Line and Solar work on exesting Openwellat Village Jeeran, GP Jeeran, Block Deogarh, District Rajsamand with one year defect liability period.

Tender Information

Tender ID

2026_PHCJA_598593_18

Reference Number

EE AMET 50-68/2026-27

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Percentage

Period of Work

180 days

Location

AMET

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredCHALLAN OF TENDER FEE, PROCESS FEE, EARNEST MONEY, HISTORICAL NON PERFORMANCE, NO RELATIVE CERT. (.pdf)

RequiredCONTRACTOR REGISTRATION, GST REGISTRATION, TECHNICAL WORK EXPERIENCE CERTIFICATE AND PAN CARD COPY (.pdf)

RequiredREQUIRED ANNEXURE AND SCHEDULES FILLED AND SIGNED BY BIDDER WITH REQUIRED DOCUMENT (.pdf)

RequiredTENDER DOCUMENT AS UPLOADED BY DEPARTMENT WHICH READ UNDERSTOOD AND DIGITALY SIGNED (.pdf)

Finance

RequiredFINANCIAL BID BOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

Tender Fee Payable To

EE PHED DIVISION AMET

EMD Fee Amount

₹9,805

Important Dates

Last Activity

24 Sept 2026

Published

18 Sept 2026

Bid Opening

25 Sept 2026

Download Starts

18 Sept 2026

Download Ends

24 Sept 2026

Submission Starts

18 Sept 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 (18 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Providing, Laying & Jointing of Rising pipe line	-	-	-	-
2	Providing & Lowering in tube well ISI marked GI Pipe medium duty ("B" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.	-	-	-	-
3	50 mm dia	1,500	P. Mtr	678	₹10,17,000
4	Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel Insertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.	-	-	-	-
5	80 mm dia	4	Each	6,301	₹25,204
6	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.: All kinds of soil	225	Cum	200	₹45,000
7	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .:	-	-	-	-
8	Ordinary rock	135	Cum	365	₹49,275
9	Hard rock (requiring blasting)	60	Cum	546	₹32,760
10	Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.	45	Cum	757	₹34,065

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.40 MB

Work Item Documents

TD67.pdf

Tender Documents • 3.04 MB

BOQ_1061829.xls

BOQ • 0.24 MB

Corrigendum Documents

nitcorrigendum.pdf

PDF • 0.22 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Providing, Laying & Jointing of Rising pipe line

Providing & Lowering in tube well ISI marked GI Pipe medium duty ("B" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.

50 mm dia

1,500

P. Mtr

678

₹10,17,000

Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel Insertion rubber of black EPDM 6mm thick . Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

80 mm dia

Each

6,301

₹25,204

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.: All kinds of soil

225

Cum

200

₹45,000

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .:

Ordinary rock

135

Cum

365

₹49,275

Hard rock (requiring blasting)

Cum

546

₹32,760

Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.

Cum

757

₹34,065