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A/R and M/O WSS to PC Habitation Urtoo in GP Rahnoo in Tehsil Nirmand in Nirmand Block Distt. Kullu HP

HP Irrigation and Public Health

Nirmand | Kullu, Himachal Pradesh

Amount: ₹4.6 LCloses: 1 Oct 20264d left

Timeline

Published24 Sept 2026
Closes1 Oct 2026
Bid Opening3 Oct 2026

Tender Value

₹4.6 L

EMD Value

₹9,121

Closing Date

1 Oct 2026, 5:00 pm4d left

Tender Inviting Organisation

Name

EE JSV Division Anni

Address

EE JSV Division Anni

Work Description

SH RCC Jackting of Filter unit Replacement of Filter Media and Fencing over and around filter Unit).

Tender Information

Tender ID

2026_HPIPH_144278_1

Reference Number

6245-94

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

120 days

Location

Nirmand

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredCost of Tender form (.pdf)

RequiredEarnest Money (.pdf)

RequiredCopy of certificate of registration with Jal Shakti Vibhag H.P and latest renewal thereof. (.pdf)

RequiredCopy of PAN, latest ITR, GST Registration and latest GST Return (.pdf)

RequiredThe Contractor will have to submit the proof of registration EPF under Employees Provident (.pdf)

RequiredThe bidders/firms should not have been penalized under Clause-3 (Affidavit) (.pdf)

RequiredThe authorization letter regarding digital signature certificate (DSC) (.pdf)

RequiredA scanned copy of undertaking that I have carefully studied all the Term and Conditions (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹9,121

Important Dates

Last Activity

24 Sept 2026

Published

24 Sept 2026

Bid Opening

3 Oct 2026

Download Starts

25 Sept 2026

Download Ends

1 Oct 2026

Submission Starts

25 Sept 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (24 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil including bailing out water, blasting work in hard/soft rock or chiseling in hard/soft rock where blasting is prohibited in all leads and lifts stacking the excavated earth more than 3mtr.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing of all surplus excavated earth as directed within all leads and lifts.	12.15	Cum	-	-
2Taking out horizontal layer filtering media duly graded, screened, washed and cleaned as specified below complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.
2.01	Top layer : Fine sand ( Eff.size 0.20mm.	5.66	Cum	-	-
2.02	2nd layer :Coarse sand 3mm to 6 mm.	5.66	Cum	-	-
2.03	Third layer : Bazri 6 mm to 20 mm.	2.83	Cum	-	-
2.04	Fourth layer : Bazri 20 mm to 25 mm.	2.83	Cum	-	-
2.05	Bottom layer broken stone 50 mm.	4.24	Cum	-	-
3	Demolition above G.L. up to 1.50 metre depth and disposal of unserviceable materials within 20 metre lead reinforced cement concrete upto 15 cm thick complete in all respect.	0.6	Cum	-	-
4	Providing and laying cement concrete 1:4:8 (1cement: 4sand: 8 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth.	12.15	Cum	-	-
5Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in:

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 • 2.15 MB

Work Item Documents

form8.pdf

Tender Documents • 1.34 MB

terms.pdf

Tender Documents • 0.46 MB

form6.pdf

Tender Documents • 0.38 MB

BOQ_214552.xls

BOQ • 0.35 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundations trenches etc. in all kind of soil in all leads and lifts such as pick work, jumper work in saturated /un saturated soil including bailing out water, blasting work in hard/soft rock or chiseling in hard/soft rock where blasting is prohibited in all leads and lifts stacking the excavated earth more than 3mtr.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing of all surplus excavated earth as directed within all leads and lifts.

12.15

Cum

2Taking out horizontal layer filtering media duly graded, screened, washed and cleaned as specified below complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge.

2.01

Top layer : Fine sand ( Eff.size 0.20mm.

5.66

Cum

2.02

2nd layer :Coarse sand 3mm to 6 mm.

5.66

Cum

2.03

Third layer : Bazri 6 mm to 20 mm.

2.83

Cum

2.04

Fourth layer : Bazri 20 mm to 25 mm.

2.83

Cum

2.05

Bottom layer broken stone 50 mm.

4.24

Cum

Demolition above G.L. up to 1.50 metre depth and disposal of unserviceable materials within 20 metre lead reinforced cement concrete upto 15 cm thick complete in all respect.

0.6

Cum

Providing and laying cement concrete 1:4:8 (1cement: 4sand: 8 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering including all leads and lifts. a) Foundation and plinth.

12.15

Cum

5Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in: