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Restoration of Rain damages to LWSS Majheen Sialkar Kotu in Tehsil Jawalamukhi Distt Kangra (HP)

HP Irrigation and Public Health

Jal Shakti Division Jawalamukhi | Kangra, Himachal Pradesh

Amount: ₹90.2 LCloses: 13 Oct 20265d left

Timeline

Published5 Oct 2026
Closes13 Oct 2026
Bid Opening13 Oct 2026

Tender Value

₹90.2 L

EMD Value

₹1.6 L

Closing Date

13 Oct 2026, 11:00 am5d left

Tender Inviting Organisation

Name

EE Jawalamukhi

Address

Jal Shakti Division Jawalamukhi

Work Description

C/O RCC Jackting to existing collection tank, filter beds, path and protection work etc.

Tender Information

Tender ID

2026_HPIPH_144986_1

Reference Number

4219-50 Dated 03.10.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Jal Shakti Division Jawalamukhi

Source Website

Subscribe to view

Eligibility / Pre-Qualification

As Applicable.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredCopy of Earnest money as per NIT condition. (.pdf)

RequiredCopy of Cost of tender form as per NIT condition. (.pdf)

RequiredCopy of Certificate of registration as per NIT condition. (.pdf)

RequiredCopy of Income tax, PAN as per NIT. (.pdf)

RequiredCopy of GST and EPF registration and latest clearance certificate as per NIT condition. (.pdf)

RequiredCopy of undertaking that I have carefully studied as per NIT condition. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,000

Tender Fee Payable To

EE Jawalamukhi

EMD Fee Amount

₹1.6 L

Important Dates

Last Activity

5 Oct 2026

Published

5 Oct 2026

Bid Opening

13 Oct 2026

Download Starts

5 Oct 2026

Download Ends

13 Oct 2026

Submission Starts

5 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (27 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Demolition above G.L. including stacking the serviceable materials and disposing of un-serviceable materials with in 20 mtrs lead and including cutting the necessary reinfircement and separating out from RCC/RB work complete in all respect.	8.78	P/Cum	-	-
2	Excavation in foundation trenches etc. in all kinds of soil such as pick work,jumper work, blasting hard or soft rock, by chieselling where the blasting work is prohibited, slushy, daldal and saturated soil including pumping or bailing out water with in all heights stacking the excavated soil with in all leads clear from the edge of excavation and then returning the stacked soil in 15 cms. layers when_required in to plinths, sides of foundations consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per the direction of Engineer - in-charge with in all leads and lifts complete in all respect. Pick work 50% Jumper Work 50%	62.34	P/Cum	-	-
3	Providing and laying cement concrete 1:3:6(1 cement,3 sand,6 graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts complete in all respect.	3.84	P/Cum	-	-
4	Providing and laying cement concrete 1:1½:3 (1 cement, 1½ sand, 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for RCC work in (a) Walls (any thickness) partition and the like including attached pillasters, butteresses, plinth and string courses etc from top of foundation level to floor -2 level with in all leads and lifts complete in all respect. Foundation Footing	82.24	P/Cum	-	-
4.1	Wall (any thickness but not less than 0.10 mts. Thickness)attached pillasters, buttresses plinth, & string courses etc.from top of found.level upto floor two level	63.73	P/Cum	-	-
4.2	In linten beam girders brsess umers & centileversup to floor level	4.95	P/Cum	-	-
4.3	Arches upto floor two level. (Dom Slab)	11.04	P/Cum	-	-
4.4	Suspended floors, roofs, landing and shelves and their supports balconies, beams, girder, bressumers and cantilever up to floor-2 level with in all leads and lifts complete in all respect.	2.81	P/Cum	-	-
5	Prov. form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish i/c centring shuttering, strutting & propping etc. with wooden battens & ballies, ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :- Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses, plinth & string courses & the like.	448.07	P/Sqm	-	-
5.1	Flat surfaces such as soffits of suspended floor roofs landings and the like floors etc. up to 200 mm in thickness including all leads and lifts complete in all respect.	28.08	P/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 • 1.02 MB

Work Item Documents

Form8.pdf

Tender Documents • 0.89 MB

TermsAndCondition.pdf

Tender Documents • 0.20 MB

BOQ_215800.xls

BOQ • 0.29 MB

Form6.pdf

Tender Documents • 0.28 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Demolition above G.L. including stacking the serviceable materials and disposing of un-serviceable materials with in 20 mtrs lead and including cutting the necessary reinfircement and separating out from RCC/RB work complete in all respect.

8.78

P/Cum

Excavation in foundation trenches etc. in all kinds of soil such as pick work,jumper work, blasting hard or soft rock, by chieselling where the blasting work is prohibited, slushy, daldal and saturated soil including pumping or bailing out water with in all heights stacking the excavated soil with in all leads clear from the edge of excavation and then returning the stacked soil in 15 cms. layers when_required in to plinths, sides of foundations consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per the direction of Engineer - in-charge with in all leads and lifts complete in all respect. Pick work 50% Jumper Work 50%

62.34

P/Cum

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

3.84

P/Cum

Providing and laying cement concrete 1:1½:3 (1 cement, 1½ sand, 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for RCC work in (a) Walls (any thickness) partition and the like including attached pillasters, butteresses, plinth and string courses etc from top of foundation level to floor -2 level with in all leads and lifts complete in all respect. Foundation Footing

82.24

P/Cum

4.1

Wall (any thickness but not less than 0.10 mts. Thickness)attached pillasters, buttresses plinth, & string courses etc.from top of found.level upto floor two level

63.73

P/Cum

4.2

In linten beam girders brsess umers & centileversup to floor level

4.95

P/Cum

4.3

Arches upto floor two level. (Dom Slab)

11.04

P/Cum

4.4

Suspended floors, roofs, landing and shelves and their supports balconies, beams, girder, bressumers and cantilever up to floor-2 level with in all leads and lifts complete in all respect.

2.81

P/Cum

Prov. form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm, so as to give a fair finish i/c centring shuttering, strutting & propping etc. with wooden battens & ballies, ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :- Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters, buttresses, plinth & string courses & the like.

448.07

P/Sqm

5.1

Flat surfaces such as soffits of suspended floor roofs landings and the like floors etc. up to 200 mm in thickness including all leads and lifts complete in all respect.

28.08

P/Sqm