Tender ID

Himachal

Active

Works

Civil Works

Providing LWSS Kulgaon in GP Kulgaon Tehsil Chirgaon Distt Shimla HP

HP Irrigation and Public Health

tikkar | Shimla, Himachal Pradesh

Amount: ₹5.1 LCloses: 16 Nov 20265d left

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Timeline

Published9 Nov 2026
Closes16 Nov 2026
Bid Opening16 Nov 2026

Tender Value

₹5.1 L

EMD Value

₹10,261

Closing Date

16 Nov 2026, 11:00 am5d left

Tender Inviting Organisation

Name

EE Rohru

Address

JSV Division Rohru

Work Description

SH RR Providing Laying and jointing of HDPE pipe of various Dia

Tender Information

Tender ID

2026_HPIPH_147601_7

Reference Number

No-JSV-RD-AB-Tender/2026 9233-85 dt.09.11.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

tikkar

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredTender fee as per NIT (.pdf)

RequiredEarnest Money as Per NIT (.pdf)

RequiredRegistration with IPH as Per NIT (.pdf)

RequiredCopy of Income Tax, GST NO as Per NIT (.pdf)

RequiredCopy of EPF and Pan Card,as per NIT (.pdf)

RequiredDSC authorization letter as per NIT (.pdf)

RequiredAffidavit/Undertaking that no near relative of the bidder is working in JSV Department, (.pdf)

Finance

RequiredSchedule of Quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹10,261

Important Dates

Last Activity

9 Nov 2026

Published

9 Nov 2026

Bid Opening

16 Nov 2026

Download Starts

9 Nov 2026

Download Ends

16 Nov 2026

Submission Starts

9 Nov 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge.	418.5	Cum	-	-
2Providing Laying jointing in Trenches high density polythene pipe for use for buried waterman line and servises and for water supply/Irrigationabove ground both inside and out side building duly ISI marked (IS: 4984- 1995) as ammended up to date)in following grade of materials pressure rating and nominal dia complete with fitting (Earth work to be measured and paid for separetely)
2.01	HDPE pipe 15MM dia. PE 80 PN- 10	500	Rmt	-	-
2.02	HDPE pipe 20MM dia. PE 80 PN- 10	700	Rmt	-	-
2.03	HDPE pipe 25MM dia. PE 80 PN- 8	800	Rmt	-	-
2.04	HDPE pipe 32MM dia. PE 80 PN- 8	900	Rmt	-	-
2.05	HDPE pipe 40MM dia. PE 80 PN- 8	400	Rmt	-	-
2.06	HDPE pipe 50MM dia. PE 80 PN- 8	300	Rmt	-	-
3Providing and fixing G.I union to pipes of various dia @ 1ni/100Rmt of pipe length (R.C plus 25% fitting Charge.
3.01	15mm (L)	15	Nos.	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 30.68 MB

Work Item Documents

f7.pdf

Tender Documents • 2.46 MB

f6.pdf

Tender Documents • 0.32 MB

tc.pdf

Tender Documents • 0.29 MB

BOQ_220452.xls

BOQ • 0.30 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge.

418.5

Cum

2Providing Laying jointing in Trenches high density polythene pipe for use for buried waterman line and servises and for water supply/Irrigationabove ground both inside and out side building duly ISI marked (IS: 4984- 1995) as ammended up to date)in following grade of materials pressure rating and nominal dia complete with fitting (Earth work to be measured and paid for separetely)

2.01

HDPE pipe 15MM dia. PE 80 PN- 10

500

Rmt

2.02

HDPE pipe 20MM dia. PE 80 PN- 10

700

Rmt

2.03

HDPE pipe 25MM dia. PE 80 PN- 8

800

Rmt

2.04

HDPE pipe 32MM dia. PE 80 PN- 8

900

Rmt

2.05

HDPE pipe 40MM dia. PE 80 PN- 8

400

Rmt

2.06

HDPE pipe 50MM dia. PE 80 PN- 8

300

Rmt

3Providing and fixing G.I union to pipes of various dia @ 1ni/100Rmt of pipe length (R.C plus 25% fitting Charge.

3.01

15mm (L)

Nos.