Himachal

To Be Opened

Works

Civil Works - Others

WSS Chota Bhangal in Tehsil Baijnath District Kangra HP

HP Irrigation and Public Health

Baijnath | Kangra, Himachal Pradesh

Amount: ₹41.6 LCloses: 27 Apr 2026Closed

Timeline

Published21 Apr 2026
Closed27 Apr 2026
Bid Opening27 Apr 2026

Tender Value

₹41.6 L

EMD Value

₹89,060

Closing Date

27 Apr 2026, 12:30 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Jal Shakti Division Baijnath District Kangra HP

Work Description

Reconstruction of damaged tanks and other civil allied accessories of the scheme under PDNA

Tender Information

Tender ID

2026_HPIPH_134850_1

Reference Number

959-1010 dated 21-04-2026

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

180 days

Location

Baijnath

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredAll payment i.e. Cost of Bid document and earnest Money as required of NIT (.pdf)

RequiredCertificate of contractor registration in appropriate class with Jal Shakti Vibhag as required NIT (.pdf)

RequiredScanned copy of PAN GST EPF Registration and Income Tax return as required of NIT (.pdf)

RequiredScanned copy of authorization letter regarding DSC of the person as required of NIT (.pdf)

RequiredScanned copy of undertaking as required of NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

Tender Fee Payable To

Executive Engineer

EMD Fee Amount

₹89,060

Important Dates

Last Activity

21 Apr 2026

Published

21 Apr 2026

Bid Opening

27 Apr 2026

Download Starts

21 Apr 2026

Download Ends

27 Apr 2026

Submission Starts

21 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (120 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
-	Excavation in foundation trenches etc in earth work lift up to 1.50 mtrs stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths,sides of foundation etc, consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 mtrs pick jumper work 50% each. .complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .	-	Cum	-	-
-	P/L cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 graded stone aggregate 40 mm nominal size) & curing complete in foundation & plinth..complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .	-	Cum	-	-
-	Providing & laying cement concrete 1: 4 :8 (1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) and curiing complete exeludidng the cost of form work in foundation & plinth..complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .	-	Cum	-	-
-	Providing and laying cement concrete 1:6:12 (1 cement :6 sand :12 graded stone agg. 40mm nominal size) On curing complete excluding cost of form work in foundation and plinth complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .	-	Cum	-	-
-	Providing and Laying cement concrete 1:5:10(1 cement:5 sand:10 approvedgraded stone aggregate 40mm(Forty milimetres nominal size)with 15% plum and curing compolete excluding the cost of form work in retaining wall/breast wall. The size of plum shall usually 150mm to 300mm as per HPPWD specification complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .	-	Cum	-	-
-	Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm. So as to give fair finish including centring shuttering strtting and proping etc. with wooden battens and balies height of proping and centring below supporing floor to ceiling not exceeding 4mtrs and removal of same for insitu-reinforcred concrete & plain concrete work in	-	-	-	-
-	Edge of slab and breaks in floors and wall under 20cm wide.complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .	-	Rmt	-	-
-	Vertical surfaces such as walls ( any thickness) partitions and like including attached Pillasters,buttresses,plinth and string courses and the like.complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .	-	Sqm	-	-
-	Sides and sofits of beams, beam haunching, cantilever breasumer and lintles not exceding 1 mtr in depth in all heights from floor complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .	-	Sqm	-	-
-	Arches exceeding upto 6 metres (six metres) span complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .	-	Sqm	-	-

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.33 MB

Work Item Documents

TC.pdf

Tender Documents • 0.07 MB

Form_6.pdf

Tender Documents • 0.25 MB

BOQ_199565.xls

BOQ • 0.36 MB

Form_8.pdf

Tender Documents • 0.78 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundation trenches etc in earth work lift up to 1.50 mtrs stacking the excavated soil not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths,sides of foundation etc, consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 mtrs pick jumper work 50% each. .complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .

Cum

P/L cement concrete 1 : 3 : 6 (1 cement : 3 sand : 6 graded stone aggregate 40 mm nominal size) & curing complete in foundation & plinth..complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .

Cum

Providing & laying cement concrete 1: 4 :8 (1cement : 4 sand : 8 graded stone aggregate 40 mm nominal size) and curiing complete exeludidng the cost of form work in foundation & plinth..complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .

Cum

Providing and laying cement concrete 1:6:12 (1 cement :6 sand :12 graded stone agg. 40mm nominal size) On curing complete excluding cost of form work in foundation and plinth complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .

Cum

Providing and Laying cement concrete 1:5:10(1 cement:5 sand:10 approvedgraded stone aggregate 40mm(Forty milimetres nominal size)with 15% plum and curing compolete excluding the cost of form work in retaining wall/breast wall. The size of plum shall usually 150mm to 300mm as per HPPWD specification complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .

Cum

Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm. So as to give fair finish including centring shuttering strtting and proping etc. with wooden battens and balies height of proping and centring below supporing floor to ceiling not exceeding 4mtrs and removal of same for insitu-reinforcred concrete & plain concrete work in

Edge of slab and breaks in floors and wall under 20cm wide.complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .

Rmt

Vertical surfaces such as walls ( any thickness) partitions and like including attached Pillasters,buttresses,plinth and string courses and the like.complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .

Sqm

Sides and sofits of beams, beam haunching, cantilever breasumer and lintles not exceding 1 mtr in depth in all heights from floor complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .

Sqm

Arches exceeding upto 6 metres (six metres) span complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge .

Sqm