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Restoration of rain damages of various WSS under Section Nigulsari in tehsil Nichar Distt Kinnaur HP

HP Irrigation and Public Health

GP Nichar | Kinnaur, Himachal Pradesh

Amount: ₹5.7 LCloses: 3 Oct 20266d left

Timeline

Published26 Sept 2026
Closes3 Oct 2026
Bid Opening5 Oct 2026

Tender Value

₹5.7 L

EMD Value

₹11,430

Closing Date

3 Oct 2026, 5:00 pm6d left

Tender Inviting Organisation

Name

Executive Enginner

Address

Division Reckong Peo

Work Description

Laying jointing dismentaling and relaying testing completer of GI pipe

Tender Information

Tender ID

2026_HPIPH_144416_1

Reference Number

KNR-JSD-PEO-E-TEnder-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

180 days

Location

GP Nichar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredRegistration with JSV in appropriate class. Receipt of online payment of EMD and cost of form (.pdf)

RequiredCopy of PAN, GST,EPF, Adhar, GST, Registration,DSC authorization certificate (.pdf)

Requiredcopy of ITR, undertaking that i have read all terms and condition of NIT, form six (.pdf)

RequiredSite visit certificate duly signed by concern JE or AE (.pdf)

Requiredall other documents required as per NIT or forma six and other tender documents (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Exemption Allowed

Yes

EMD Fee Amount

₹11,430

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

26 Sept 2026

Published

26 Sept 2026

Bid Opening

5 Oct 2026

Download Starts

26 Sept 2026

Download Ends

3 Oct 2026

Submission Starts

26 Sept 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (25 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation, trenches etc. in erarth work in all kinds of soil lift upto all height, stacking the excavated soil not more than 3 mtrs. Clear from the edge of excvation & then returning the stacked soil in 15cm. Layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of all surplus excavated earth as directed within all leads and lifts.
1.01	Pick work	18	cum	-	-
1.02	Pick/Jumper work (350 Rmt. Open)	184	cum	-	-
2Laying, Jointing & testing in trenches Galvanised mild steel tube (MG) of following dia including tube fittings complete (earth work to be measured and paid for separately) including testinbg of joints within all leads and lifts.
2.01	15mmdia	300	Rmt	-	-
2.02	20mm dia	600	Rmt	-	-
2.03	80mm dia	80	Rmt	-	-
2.04	63mm dia	120	Rmt	-	-
3Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fittings & bends in all leads and lifts to the entire satisfaction of Engineer-in-charge. (Earth work in trenches to be measured and paid separately)
3.01	63mm dia (PE-80,PN-16)Bari Source	600	Rmt	-	-

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 • 0.16 MB

Tendernotice_2.pdf

PDF • 0.17 MB

Tendernotice_3.pdf

PDF • 0.08 MB

Work Item Documents

f8.pdf

Tender Documents • 0.71 MB

BOQ_214774.xls

BOQ • 0.35 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation, trenches etc. in erarth work in all kinds of soil lift upto all height, stacking the excavated soil not more than 3 mtrs. Clear from the edge of excvation & then returning the stacked soil in 15cm. Layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of all surplus excavated earth as directed within all leads and lifts.
1.01	Pick work	18	cum	-	-
1.02	Pick/Jumper work (350 Rmt. Open)	184	cum	-	-
2Laying, Jointing & testing in trenches Galvanised mild steel tube (MG) of following dia including tube fittings complete (earth work to be measured and paid for separately) including testinbg of joints within all leads and lifts.
2.01	15mmdia	300	Rmt	-	-
2.02	20mm dia	600	Rmt	-	-
2.03	80mm dia	80	Rmt	-	-
2.04	63mm dia	120	Rmt	-	-
3Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fittings & bends in all leads and lifts to the entire satisfaction of Engineer-in-charge. (Earth work in trenches to be measured and paid separately)
3.01	63mm dia (PE-80,PN-16)Bari Source	600	Rmt	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in foundation, trenches etc. in erarth work in all kinds of soil lift upto all height, stacking the excavated soil not more than 3 mtrs. Clear from the edge of excvation & then returning the stacked soil in 15cm. Layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming & watering and then disposing of all surplus excavated earth as directed within all leads and lifts.

1.01

Pick work

cum

1.02

Pick/Jumper work (350 Rmt. Open)

184

cum

2Laying, Jointing & testing in trenches Galvanised mild steel tube (MG) of following dia including tube fittings complete (earth work to be measured and paid for separately) including testinbg of joints within all leads and lifts.

2.01

15mmdia

300

Rmt

2.02

20mm dia

600

Rmt

2.03

80mm dia

Rmt

2.04

63mm dia

120

Rmt

3Laying, jointing and commissioning of HDPE (High Density Polyethylene pipes) of following diameter and class confirming to IS 4984-1995 with fusion welding process including all necessary fittings & bends in all leads and lifts to the entire satisfaction of Engineer-in-charge. (Earth work in trenches to be measured and paid separately)

3.01

63mm dia (PE-80,PN-16)Bari Source

600

Rmt