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Restoration of rain damages to WSS Binwa in Tehsil Baijnath Distt. Kangra HP

HP Irrigation and Public Health

Storage Tank at Shilla Nallah Tehsil Baijnath | Kangra, Himachal Pradesh

Amount: ₹7.3 LCloses: 21 Oct 20263d left

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Timeline

Published13 Oct 2026
Closes21 Oct 2026
Bid Opening22 Oct 2026

Tender Value

₹7.3 L

EMD Value

₹15,000

Closing Date

21 Oct 2026, 5:00 pm3d left

Tender Inviting Organisation

Name

Executive Engineer

Address

Jal Shakti Division Baijnath Distt. Kangra HP

Work Description

SH Construction of Balance work at Storage Tank shilla Nallah

Tender Information

Tender ID

2026_HPIPH_145644_1

Reference Number

7051-7100 Dated 12-10-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Location

Storage Tank at Shilla Nallah Tehsil 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

₹350

Tender Fee Payable To

EE Baijnath

EMD Fee Amount

₹15,000

Important Dates

Last Activity

13 Oct 2026

Published

13 Oct 2026

Bid Opening

22 Oct 2026

Download Starts

13 Oct 2026

Download Ends

21 Oct 2026

Submission Starts

13 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (38 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation In foundations, trenches etc., in earth work,lift upto 1.50 mts.stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm layers, when required in to plinths sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in alead of 20 metres complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge:	4.95	Cum	-	-
2	Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of centring and shuttering 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:	0.83	Cum	-	-
3	Square rubble masonary coursed with hard stone of approved quality in foundation and plinth including racing out joints upto floor level within all leads and lifts as per the direction of Engineer-in-charge. Cement Motar 1:6 complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge:	4.13	Cum	-	-
4	Providing wood work in frames of doors, windows clerestory windows 1st class class Deodar wood and other frames wrought framed & fixed in position complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge:	0.1	Cum	-	-
5	Providing 40x3 mm flat iron hold fast 40cm long including fixing to frame with 10mm dia meters bolts and nuts and wooden plug and embeding in cement concrete block 30x10x15cm (1:3:6) (1 Cement :3 Sand :6 graded stone aggregate 20mm nominal size) complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge:	8	Nos	-	-
6	Brick work using common burnt clay 2nd class building bricks in supper structurs avobe plinth level upto floor two level in cement mortar 1:6 (1 cement :6 sand)including curing complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge:	8.05	Cum	-	-
7Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm.so as to give a fair finish including centering,shuttering, strutting and propping etc with wooden batens and ballies,height of propping and centring below supporting floor to celing not exceeding 4 mtrs and removal of the same for insitu- reinforced concrete & plain concrete work in:
7.01	Foundation,footings,bases of columns etc. and mass concrete. and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.	3.96	Sqm	-	-
7.02	Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc. upto 200mm in thickness as per direction and to the entire satisfaction of the Engineer-in-charge.	18.54	Sqm	-	-
7.03	Edge of slab and break in floor and wall under 20 cm wide complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge:	15.92	Rmt	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.89 MB

Work Item Documents

Form_6.pdf

Tender Documents • 0.26 MB

Form_8.pdf

Tender Documents • 0.80 MB

BOQ_216971.xls

BOQ • 0.34 MB

TC.pdf

Tender Documents • 0.06 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation In foundations, trenches etc., in earth work,lift upto 1.50 mts.stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm layers, when required in to plinths sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in alead of 20 metres complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge:

4.95

Cum

Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of centring and shuttering 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:

0.83

Cum

Square rubble masonary coursed with hard stone of approved quality in foundation and plinth including racing out joints upto floor level within all leads and lifts as per the direction of Engineer-in-charge. Cement Motar 1:6 complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge:

4.13

Cum

Providing wood work in frames of doors, windows clerestory windows 1st class class Deodar wood and other frames wrought framed & fixed in position complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge:

0.1

Cum

Providing 40x3 mm flat iron hold fast 40cm long including fixing to frame with 10mm dia meters bolts and nuts and wooden plug and embeding in cement concrete block 30x10x15cm (1:3:6) (1 Cement :3 Sand :6 graded stone aggregate 20mm nominal size) complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge:

Nos

Brick work using common burnt clay 2nd class building bricks in supper structurs avobe plinth level upto floor two level in cement mortar 1:6 (1 cement :6 sand)including curing complete in all respect in all leads and lifts as per the direction and Entire to the Satisfaction of Engineer in Charge:

8.05

Cum

7Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm.so as to give a fair finish including centering,shuttering, strutting and propping etc with wooden batens and ballies,height of propping and centring below supporting floor to celing not exceeding 4 mtrs and removal of the same for insitu- reinforced concrete & plain concrete work in:

7.01

Foundation,footings,bases of columns etc. and mass concrete. and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

3.96

Sqm

7.02

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc. upto 200mm in thickness as per direction and to the entire satisfaction of the Engineer-in-charge.

18.54

Sqm

7.03

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

15.92

Rmt