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Improvement of LIS Behli, Santoo Tilla, Kuthera Kherla,Panjoa, Nandpur Takarla Distt. Una (HP)

HP Irrigation and Public Health

Amb | Una, Himachal Pradesh

Amount: ₹5.2 LCloses: 19 Oct 2026

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Timeline

Published9 Oct 2026
Closes19 Oct 2026
Bid Opening19 Oct 2026

Tender Value

₹5.2 L

EMD Value

₹10,340

Closing Date

19 Oct 2026, 11:30 am

Tender Inviting Organisation

Name

Executive Engineer

Address

Jal Shakti Division Amb

Work Description

Sub head Providing laying of HDPE pipe in Distribution system and construction of out lets of LIS Behli 1st Job 8 NABARD

Tender Information

Tender ID

2026_HPIPH_145285_1

Reference Number

EE-JSD-Amb-Tender 09.10.2026 Job 7

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Location

Amb

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

5 documents required · 5 mandatory

Fee/PreQual/Technical

RequiredCopy of Registration/Enlistment, Earnest Money Deposit, Tender Cost as per NIeT condition No.1 to 3 (.pdf)

RequiredTax and statutory Documents and DSC Authorization and Undertaking as per NIeT condition No. 4 and 5 (.pdf)

Finance

RequiredForm 6 and 8 (.pdf)

RequiredConditions (.pdf)

RequiredSOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹10,340

Important Dates

Last Activity

9 Oct 2026

Published

9 Oct 2026

Bid Opening

19 Oct 2026

Download Starts

9 Oct 2026

Download Ends

19 Oct 2026

Submission Starts

9 Oct 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (11 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundations, trenches etc., in earth work. In all kind of soil such as spade work, pick work, jumper work, blasting work in soft and hard rock chiselling / wedging out of rock where blasting is prohibited and in saturated soil etc. in all leads and lifts, stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in fifteen centimetre layers, when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and dewatering and then disposing of all surplus excavated earth with in all leads and lifts and as per direction and to the entire satisfaction of the Engineer-in-Charge.	301.16	Cum	-	-
2	Providing Laying in trenches HDPE pipesof following diameters & classes as per IS 4984,PE-80 and jointing the pipes through push type compression joints by hydraulically operated machines upto 110 mm diameter and butt fussion ( heat fusion process) above 110 mm diameter including necessary fittings, bends, tees and reducers fabricated in accoradance with IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions.Flanging of the pipes shall be made as& where required confirming to code IS 8008 & IS 7634, stub ends will be welded on pipes & MS flange shall be provided with slip on covered by epoxy coating / plastic powder. The flange should be confirm to ANSI B 16.5 with necessary nuts and Bolts. Jointing shall be complete in all respects including testing at site upto entire satisfaction of engineer-in charge.	-	-	-	-
3	200 mm dia ( Class PE 80 PN4)	200	mtr	-	-
4	225 mm dia ( Class PE 80 PN4)	150	mtr	-	-
5	Providing and fixing cast iron Alfa valve of reputed make in outlet chamber to central the water for distribution system complete in all respect (in all lead & lifts.)	-	-	-	-
6	200 mm dia	2	Nos	-	-
7	225 mm dia	2	Nos	-	-
8	Providing and laying cement concrete 1:4:8( 1 cement 4 sand:8graded stone aggregate 40 mm.nominal size ) and curing complete excluding cost of form work in foundation and material within all leads and lifts as per the direction of the Engineer-in-Cahrge plinth including carriage of materials within all leads and lifts.	1.12	cum	-	-
9	Ist class Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:4 (1 cement :4 sand) using first class bricks and including carriage of materials with in all leads and lifts.	3.96	cum	-	-
10	40mm thick Cement concrete flooring 1 :2:4 (1 cement:2sand: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 lifts as per thesize)'and laid in one layer finished with a floating coat on neat cement in all leads and lifts as per the direction of engineer-in-Charge.	4	sqm	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.74 MB

Work Item Documents

form6and8_7.pdf

Tender Documents • 0.83 MB

BOQ_216369.xls

BOQ • 0.24 MB

condition_7.pdf

Tender Documents • 0.33 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundations, trenches etc., in earth work. In all kind of soil such as spade work, pick work, jumper work, blasting work in soft and hard rock chiselling / wedging out of rock where blasting is prohibited and in saturated soil etc. in all leads and lifts, stacking the excavated soil not more than 3 metres clear from the edge of excavation and then returning the stacked soil in fifteen centimetre layers, when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and dewatering and then disposing of all surplus excavated earth with in all leads and lifts and as per direction and to the entire satisfaction of the Engineer-in-Charge.

301.16

Cum

Providing Laying in trenches HDPE pipesof following diameters & classes as per IS 4984,PE-80 and jointing the pipes through push type compression joints by hydraulically operated machines upto 110 mm diameter and butt fussion ( heat fusion process) above 110 mm diameter including necessary fittings, bends, tees and reducers fabricated in accoradance with IS 8360 & IS 8008 with latest ammendments & shall be provided as per site conditions.Flanging of the pipes shall be made as& where required confirming to code IS 8008 & IS 7634, stub ends will be welded on pipes & MS flange shall be provided with slip on covered by epoxy coating / plastic powder. The flange should be confirm to ANSI B 16.5 with necessary nuts and Bolts. Jointing shall be complete in all respects including testing at site upto entire satisfaction of engineer-in charge.

200 mm dia ( Class PE 80 PN4)

200

mtr

225 mm dia ( Class PE 80 PN4)

150

mtr

Providing and fixing cast iron Alfa valve of reputed make in outlet chamber to central the water for distribution system complete in all respect (in all lead & lifts.)

200 mm dia

Nos

225 mm dia

Nos

Providing and laying cement concrete 1:4:8( 1 cement 4 sand:8graded stone aggregate 40 mm.nominal size ) and curing complete excluding cost of form work in foundation and material within all leads and lifts as per the direction of the Engineer-in-Cahrge plinth including carriage of materials within all leads and lifts.

1.12

cum

Ist class Brick work using common burnt clay building bricks in foundation and plinth in cement mortar 1:4 (1 cement :4 sand) using first class bricks and including carriage of materials with in all leads and lifts.

3.96

cum

40mm thick Cement concrete flooring 1 :2:4 (1 cement:2sand: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 lifts as per thesize)'and laid in one layer finished with a floating coat on neat cement in all leads and lifts as per the direction of engineer-in-Charge.

sqm