Tender ID

Himachal

Active

Works

Civil Works

Providing Of WSS Kayani in GP Gawas in Tehsil Chirgaon Distt Shimla HP

HP Irrigation and Public Health

Rohru | Shimla, Himachal Pradesh

Amount: ₹5.0 LCloses: 16 Nov 20265d left

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Timeline

Published9 Nov 2026
Closes16 Nov 2026
Bid Opening16 Nov 2026

Tender Value

₹5.0 L

EMD Value

₹9,903

Closing Date

16 Nov 2026, 11:00 am5d left

Tender Inviting Organisation

Name

EE Rohru

Address

JSV Division Rohru

Work Description

SH Jacketing of STank of 20000 ltr cap and Providing laying and jointing of HDPE Pipes of various dia DC Deposit

Tender Information

Tender ID

2026_HPIPH_147601_16

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

Rohru

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

₹9,903

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 (18 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.	368.55	Cum	-	-
2Providing and laying cement concrete 1:1.5:3(1cement:1 approved sand:2approved graded stone agg. 20mm nominal size) & curing complete excluding cost of form work in foundation and plinth:
2.01	Foundation	0.6	cum	-	-
2.02	Wall	1.42	cum	-	-
3Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc.and plain conc.work in :-
3.01	Vertical Walls (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and strining courses etc.from top of foundation level upto floor two level.	18.23	Sqmt	-	-
4	Providing tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.	131.43	P/Kg	-	-
5	10mm Cement plaster in single coat in fair side of brick /stone masonry for interior plastering up to floor two level including arises internal rounded angles chamfers and/or rounded angels not exceeding 80mm in earth and finished even and smooth including all leads and lifts a) 1:3 (1Cement:3sand).	18.23	Sqmtr	-	-
6Laying 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)
6.01	HDPE pipe 15MM dia. PE 80 PN- 10	400	Rmt	-	-

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

BOQ_220512.xls

BOQ • 0.31 MB

tc.pdf

Tender Documents • 0.29 MB

f6.pdf

Tender Documents • 0.32 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.

368.55

Cum

2Providing and laying cement concrete 1:1.5:3(1cement:1 approved sand:2approved graded stone agg. 20mm nominal size) & curing complete excluding cost of form work in foundation and plinth:

2.01

Foundation

0.6

cum

2.02

Wall

1.42

cum

3Providing form work with steel plate 3.15 m.m thick welded with angle iron 30x30x5 m.m so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling upto all heights and removal of the same for in-situ reinforced conc.and plain conc.work in :-

3.01

Vertical Walls (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and strining courses etc.from top of foundation level upto floor two level.

18.23

Sqmt

Providing tor steel reinforcement for RCC work including bending, binding and placing in position i /c binding wire complete up to floor two level complete in all respectas per direction & to the entire satisfaction of Engineer-in- Charge upto all lead & lifts.

131.43

P/Kg

10mm Cement plaster in single coat in fair side of brick /stone masonry for interior plastering up to floor two level including arises internal rounded angles chamfers and/or rounded angels not exceeding 80mm in earth and finished even and smooth including all leads and lifts a) 1:3 (1Cement:3sand).

18.23

Sqmtr

6Laying 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)

6.01

HDPE pipe 15MM dia. PE 80 PN- 10

400

Rmt