Himachal

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Works

Civil Works

Restoration of rain damages of LWSS Dhamrol

HP Irrigation and Public Health

Executive Engineeer Jal Shakti Division Bhoranj | Hamirpur, Himachal Pradesh

Amount: ₹9.2 LCloses: 1 Oct 20263d left

Timeline

Published25 Sept 2026
Closes1 Oct 2026
Bid Opening3 Oct 2026

Tender Value

₹9.2 L

EMD Value

₹18,343

Closing Date

1 Oct 2026, 5:00 pm3d left

Tender Inviting Organisation

Name

Executive Engineer

Address

JSV Division Bhoranj

Work Description

CO Storage Tank of 50,000 ltr. cap. at Village Dhar in GP Dhamrol

Tender Information

Tender ID

2026_HPIPH_144326_1

Reference Number

8211-8270 dated 25-09-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

120 days

Location

Executive Engineeer Jal Shakti Division Bhoranj

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredEarnest Money (.pdf)

RequiredCost of tender form (.pdf)

RequiredCopy of enlistment (.pdf)

RequiredPAN, GST, EPF, copy of ITR (.pdf)

RequiredUndertaking as per NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹18,343

Important Dates

Last Activity

25 Sept 2026

Published

25 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_Ver3.0INR

BoQ1 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.	29.85	Cum	-	-
2	Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.	2.99	Cum	-	-
3Providing and laying cement concrete work 1:1.5:3(1cement:1.5sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:-
3.01	Foundation, footing, basis of columns and the like mass concrete.as per direction and to the entire satisfaction of Engineer-in-Charge.	6.89	Cum	-	-
3.02	Walls (any thickness but not less than 0.10 mtrs. thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto all floor level in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.	10.99	Cum	-	-
4Providing form work of steel shuttering with steel plat as 3.15mm thich welded with angle iron in frame 30x30x5mm so as to fair finish including centring, shuttering floor two seiling not exceeding 4 mtrs. And removal of the same for insiturein forced conerete and plain concrete work in:-
4.01	Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.	109.89	Sqmt	-	-
5Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtrs below supporting two level.
5.01	Arches upto 6.00 mtrs span.	23.87	Sqmt	-	-
6	Providing in RCC smooth finishing of the exposed surface with cement mortor 1:3 (1 Cement:3Sand ) Beams, cantilevers, girders & lintels, sides & soffits of beams, haunching, cnatilevers, bressumers 1.00 mtrs in depth in all heights from door in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.	96.93	Sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.39 MB

Work Item Documents

BOQ_214626.xls

BOQ • 0.24 MB

PWD8.pdf

Tender Documents • 1.10 MB

Termsandconditions.pdf

Tender Documents • 0.13 MB

Form6.pdf

Tender Documents • 0.56 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

29.85

Cum

Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand :6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.

2.99

Cum

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

3.01

Foundation, footing, basis of columns and the like mass concrete.as per direction and to the entire satisfaction of Engineer-in-Charge.

6.89

Cum

3.02

Walls (any thickness but not less than 0.10 mtrs. thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto all floor level in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

10.99

Cum

4Providing form work of steel shuttering with steel plat as 3.15mm thich welded with angle iron in frame 30x30x5mm so as to fair finish including centring, shuttering floor two seiling not exceeding 4 mtrs. And removal of the same for insiturein forced conerete and plain concrete work in:-

4.01

Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge.

109.89

Sqmt

5Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtrs below supporting two level.

5.01

Arches upto 6.00 mtrs span.

23.87

Sqmt

Providing in RCC smooth finishing of the exposed surface with cement mortor 1:3 (1 Cement:3Sand ) Beams, cantilevers, girders & lintels, sides & soffits of beams, haunching, cnatilevers, bressumers 1.00 mtrs in depth in all heights from door in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge.

96.93

Sqm