Himachal

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Works

Civil Works

Running and maintenance of LWSS Khanni in Tehsil Nurpur Distt. Kangra (H.P)

HP Irrigation and Public Health

Jassur | Kangra, Himachal Pradesh

Amount: ₹2.8 LCloses: 15 Oct 20267d left

Timeline

Published5 Oct 2026
Closes15 Oct 2026
Bid Opening15 Oct 2026

Tender Value

₹2.8 L

EMD Value

₹5,606

Closing Date

15 Oct 2026, 11:00 am7d left

Tender Inviting Organisation

Name

Er.Anand Blouria

Address

Jal Shakti Division Nurpur

Work Description

Construction of Attendant Room at LWSS Khanni

Tender Information

Tender ID

2026_HPIPH_145000_1

Reference Number

EENPREA_1-6681-85 dated 05-10-2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Jassur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

Requireddocuments required as per NIT (.pdf)

RequiredDocuments required as per DNIT (.pdf)

Finance

Requiredboq (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹5,606

Important Dates

Last Activity

5 Oct 2026

Published

5 Oct 2026

Bid Opening

15 Oct 2026

Download Starts

5 Oct 2026

Download Ends

15 Oct 2026

Submission Starts

5 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (33 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundations, trenches etc., in earth work, lift upto 1.50 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres within all leads and lifts as per the direction of Engineer-in -Charge.	12.9	Cum.	-	-
2	Providing and laying cement concrete 1:6:12 ( 1 cement : 6 sand: 12 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge.	3.45	Cum.	-	-
3	Squarred rubble stone masonry coursed with hard stone of approved quality in foun. & plinth i/c racking out of joints in CM 1:6 in all leads & lifts within all leads and lifts as per the direction of Engineer-in-Charge.	7.16	Cum.	-	-
4	Brick work using common burnt clay building bricks of approved quality in super structure in cement mortar 1:6(1cement:6sand) above plinth level upto floor two level (2nd class bricks) within all leads and lifts as per direction of Engineer-in-charge.	9.72	Cum.	-	-
5	Providing wood work in frames of doors, windows and other frames wrought framed and fixed in position with second class deodar wood within all leads and lifts as per the direction of Engineer-in-charge.	0.15	Cum	-	-
6	Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear story 40mm thick windows including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick within all leads and lifts as per the direction of Engineer-in-charge.	4.24	Sqm	-	-
7	Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85 G. with wire of dia 0.56 mm for doors windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screws 2nd. class deodar wood 40mm thick within all leads and lifts as per the direction of Engineer-in -Charge.	4.24	Sqm.	-	-
8Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for in-situ-reinforced concrete and plain concrete work in:-
8.01	Foundation footings and bases of column i.e. Siesmic band at plinth level complete in all respect within all eads and lifts as per direction of Engineer-in-charge.	2.39	Sqm.	-	-
8.02	Flat surfaces such as soffits of suspended floors, roofs, landing and the line floor etc upto 200mm thickness complete in all respect within all eads and lifts as per direction of Engineer-in-charge.	21.89	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 • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.54 MB

Work Item Documents

form-06.pdf

Tender Documents • 0.61 MB

termscondition.pdf

Tender Documents • 0.19 MB

BOQ_215836.xls

BOQ • 0.25 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 Metres stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required in to plinths sides of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres within all leads and lifts as per the direction of Engineer-in -Charge.

12.9

Cum.

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

3.45

Cum.

Squarred rubble stone masonry coursed with hard stone of approved quality in foun. & plinth i/c racking out of joints in CM 1:6 in all leads & lifts within all leads and lifts as per the direction of Engineer-in-Charge.

7.16

Cum.

Brick work using common burnt clay building bricks of approved quality in super structure in cement mortar 1:6(1cement:6sand) above plinth level upto floor two level (2nd class bricks) within all leads and lifts as per direction of Engineer-in-charge.

9.72

Cum.

Providing wood work in frames of doors, windows and other frames wrought framed and fixed in position with second class deodar wood within all leads and lifts as per the direction of Engineer-in-charge.

0.15

Cum

Providing and fixing wood paneled glazed or paneled and glazed shutters for doors, windows and clear story 40mm thick windows including bright finished black enameled iron with necessary screws with second class deodar wood 40mm thick within all leads and lifts as per the direction of Engineer-in-charge.

4.24

Sqm

Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85 G. with wire of dia 0.56 mm for doors windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screws 2nd. class deodar wood 40mm thick within all leads and lifts as per the direction of Engineer-in -Charge.

4.24

Sqm.

8Providing form work with steel plates 3.15 milimetre thick welding with angle iron in frame 30x30x5 milimetre, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 metres and removal of the same for in-situ-reinforced concrete and plain concrete work in:-

8.01

Foundation footings and bases of column i.e. Siesmic band at plinth level complete in all respect within all eads and lifts as per direction of Engineer-in-charge.

2.39

Sqm.

8.02

Flat surfaces such as soffits of suspended floors, roofs, landing and the line floor etc upto 200mm thickness complete in all respect within all eads and lifts as per direction of Engineer-in-charge.

21.89

Sqm.