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Construction Completion of Balance Work of Indoor Badminton Hall at Bahri Tehsil Dharampur District Mandi Himachal Pradesh

HP Irrigation and Public Health

Bahri | Mandi, Himachal Pradesh

Amount: ₹2.0 LCloses: 7 Oct 2026

Timeline

Published28 Sept 2026
Closes7 Oct 2026
Bid Opening8 Oct 2026

Tender Value

₹2.0 L

EMD Value

₹4,000

Closing Date

7 Oct 2026, 5:00 pm

Tender Inviting Organisation

Name

Executive Engineer JS Division Sarkaghat

Address

Executive Engineer JS Division Sarkaghat

Work Description

Construction of remaining civil works roofing flooring electrical panel and allied works for completion of Indoor Badminton Hall at Bahri SDP 2022 755

Tender Information

Tender ID

2026_HPIPH_144530_1

Reference Number

7185-7234 dt. 28.09.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Bahri

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredThe Cost of Tender Fee in favour of Executive Engineer, Jal Shakti Division Sarkaghat, Both mode (.pdf)

RequiredThe earnest money in favour of Executive Engineer, Jal Shakti Division Sarkaghat, Both mode. (.pdf)

RequiredCertificate of Registration with Jal Shakti Vibhag in appropriate class and latest renewal thereof (.pdf)

RequiredPAN/Latest Income Tax return/EPF/GST registration (.pdf)

RequiredThe authorization letter regarding digital signature certificate (DSC) of the person authorized (.pdf)

RequiredUndertaking that I have carefully studied tender documents (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

Tender Fee Payable To

Executive Engineer JS Division Sarkaghat

EMD Fee Amount

₹4,000

Important Dates

Last Activity

28 Sept 2026

Published

28 Sept 2026

Bid Opening

8 Oct 2026

Download Starts

28 Sept 2026

Download Ends

7 Oct 2026

Submission Starts

28 Sept 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as per satisfaction and direction of Engineer-in- charge.	2.7	Cum	-	-
2Providing form work with steel plates of 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair 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 meters and removal of the same for-in-situ reinforced concrete and plain concrete work in:-
2.01	Vertical , surfaces such as walls (any thichness) partitions and the like including attachedpillasters, buttresses plinth and string courses and the like circular or curved in plan	12	Sqm	-	-
3	Providing and laying cement concrete work 1:5:10( 1 cement :5 sand :10 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.	9	Cum	-	-
4	Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.	3.77	Sqm	-	-
5	Providing and fixing electric board 8×8 feet front double shaded acrylic sheet, double shaded (thickness 2mm + 2mm), designing cutting board back covered with 3mm HPL sheet (Board thickness 8 inch both side), and complete lighting board with wire connection.	1	Each	-	-
6	Cement concrets flooring 1:2:4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement (40 mm thick) as per direction and to the entire satisfaciton of Engineer-in-charge upto all lead and lift.	14	Sqm	-	-
7	Providing and fixing 2 core 2.5 mm² copper cable water proof of reputed make such as Havell/Finolex .	50	Rmt	-	-

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 • 0.23 MB

Work Item Documents

form6.pdf

Tender Documents • 0.53 MB

conditions.pdf

Tender Documents • 0.09 MB

form8.pdf

Tender Documents • 1.49 MB

BOQ_214962.xls

BOQ • 0.34 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundation and trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting soft or hard rock or by chiselling soft or hard rock where blasting is prohibited in all leads and lifts including trimming / dressing of sides and bed, stacking the excavated soil clear from the edge of excavation and returning the excavated soil after completion of work in 15cm layers when required into plinth, sides of foundation etc. consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated soil as per satisfaction and direction of Engineer-in- charge.

2.7

Cum

2Providing form work with steel plates of 3.15 mm thick welded with angle iron in frames 30x30x5 mm so as to give a fair 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 meters and removal of the same for-in-situ reinforced concrete and plain concrete work in:-

2.01

Vertical , surfaces such as walls (any thichness) partitions and the like including attachedpillasters, buttresses plinth and string courses and the like circular or curved in plan

Sqm

Providing and laying cement concrete work 1:5:10( 1 cement :5 sand :10 graded stone agg. 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth.

Cum

Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.

3.77

Sqm

Providing and fixing electric board 8×8 feet front double shaded acrylic sheet, double shaded (thickness 2mm + 2mm), designing cutting board back covered with 3mm HPL sheet (Board thickness 8 inch both side), and complete lighting board with wire connection.

Each

Cement concrets flooring 1:2:4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) laid in one layer finished with a floating coat of neat cement (40 mm thick) as per direction and to the entire satisfaciton of Engineer-in-charge upto all lead and lift.

Sqm

Providing and fixing 2 core 2.5 mm² copper cable water proof of reputed make such as Havell/Finolex .

Rmt