Himachal

Cancelled

Works

Civil Works

C/O T/well village Takka Brahmina and Lower Basal sub Division Basal in Distt Una HP

HP Irrigation and Public Health

Thanakalan | Una, Himachal Pradesh

Amount: ₹2.5 LCloses: 2 Jul 2026Closed

Timeline

Published24 Jun 2026
Closed2 Jul 2026
Cancelled3 Jul 2026

Cancellation Details

Cancellation of Tender

Cancellation of e-tenderCancellation of e-tender due to no receipt of bids.Reason: No Bids receivedDocument: cancelled_1.pdf

Published 3 Jul 2026

Tender Value

₹2.5 L

EMD Value

₹5,037

Closing Date

2 Jul 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Jal Shakti Division Thanakalan

Work Description

Providing laying and jointing HDEP pipe 180 mm dia and 2 Nos outlet in village Basal)

Tender Information

Tender ID

2026_HPIPH_137399_1

Reference Number

UNA-UNA03-733

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Lump-sum

Period of Work

30 days

Location

Thanakalan

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)

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

RequiredCopy of Pan Number Latest Income Tax Certificate thereof. (.pdf)

RequiredCopy of EPF and GST. Number alongwith latest GST Return (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹5,037

Important Dates

Last Activity

3 Jul 2026

Published

24 Jun 2026

Bid Opening

3 Jul 2026

Download Starts

24 Jun 2026

Download Ends

2 Jul 2026

Submission Starts

24 Jun 2026

Clarification Period

24 Jun 2026 - 2 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundation trenches including jungle clearance (foripipes & pits) up to alt depths in all classification of earth work such as pick work, jumper work, saturated soil, including baling of pumping out water, blasting soft hard rock of chiseling soft Hard rock where blasting is prohibited all lifts inclüding trimming and dressing of sides, levelling of beds to correct grade including shoring situtting planking timbering and dewatering wherever required, stacking the usable and un-usable materialsoil separately and after laying, jointing and testing-of-pipes returning the usable soil to trenches in 15cm fiheen centimeters) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus soil on-usable	69.86	CUM	-	-
2P/Laying, jointing and testing in trenches HDEP pipe of following diameters & classes as perlS IS:4984-1972 (PE-80 PN-4 and jointing the pipe throught push type compresslon joints by bydraulically operated machines and butt fussion (heat fusion process) accoradance with IS 8360 & 19:8008 with latert ammendments with fusion welding process including all necessary fitting & bends in all leads & Ilifts to the entire satisfaction of Engineer-in-charge.
2.01	HDEP pipe 180mm dia PE 80, PN-4.0	350	Rmt	-	-
3Providing and fixing alfa valve of the following internal diancluding all leads and lifts.
3.01	200mm dia	2	Each	-	-
4	Providing and laying cement.concrete 1:4:8 (1) cement 4: sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth. .	0.56	Cum	-	-
5	Ist class brick work using common bunt clay building bricks in foundation and plinth in cement mortor 14: (1 cement 4 sand) in all leads and lifts.	1.98	Cum	-	-
6	40mm. thick cement concrete flooring:1:2:4(1cement:2sland:4 graded stone aggregate 20 mm nominal size) and laid in one layer finished with a floating coat on neat cement in all leads and lifto	2	sqm	-	-
7	15 mm thick cement plaster in single coat on fair side of brick/stone'masonry/ concrete for interior plastering upto floor two level Including arrises internal rounded angles charmfers anglenot exceeding 80 mm in girth and finished even & smooth in cement mortor	11.86	sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.43 MB

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.17 MB

Work Item Documents

Form6.pdf

Tender Documents • 0.13 MB

Form8.pdf

Tender Documents • 1.25 MB

Termconditions.pdf

Tender Documents • 0.33 MB

BOQ_203326.xls

BOQ • 0.33 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundation trenches including jungle clearance (foripipes & pits) up to alt depths in all classification of earth work such as pick work, jumper work, saturated soil, including baling of pumping out water, blasting soft hard rock of chiseling soft Hard rock where blasting is prohibited all lifts inclüding trimming and dressing of sides, levelling of beds to correct grade including shoring situtting planking timbering and dewatering wherever required, stacking the usable and un-usable materialsoil separately and after laying, jointing and testing-of-pipes returning the usable soil to trenches in 15cm fiheen centimeters) layers including consolidating of such deposited layer by ramming and watering and then disposing of all surplus soil on-usable

69.86

CUM

2P/Laying, jointing and testing in trenches HDEP pipe of following diameters & classes as perlS IS:4984-1972 (PE-80 PN-4 and jointing the pipe throught push type compresslon joints by bydraulically operated machines and butt fussion (heat fusion process) accoradance with IS 8360 & 19:8008 with latert ammendments with fusion welding process including all necessary fitting & bends in all leads & Ilifts to the entire satisfaction of Engineer-in-charge.

2.01

HDEP pipe 180mm dia PE 80, PN-4.0

350

Rmt

3Providing and fixing alfa valve of the following internal diancluding all leads and lifts.

3.01

200mm dia

Each

Providing and laying cement.concrete 1:4:8 (1) cement 4: sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth. .

0.56

Cum

Ist class brick work using common bunt clay building bricks in foundation and plinth in cement mortor 14: (1 cement 4 sand) in all leads and lifts.

1.98

Cum

40mm. thick cement concrete flooring:1:2:4(1cement:2sland:4 graded stone aggregate 20 mm nominal size) and laid in one layer finished with a floating coat on neat cement in all leads and lifto

sqm

15 mm thick cement plaster in single coat on fair side of brick/stone'masonry/ concrete for interior plastering upto floor two level Including arrises internal rounded angles charmfers anglenot exceeding 80 mm in girth and finished even & smooth in cement mortor

11.86

sqm