Himachal

Cancelled

Works

Civil Works

RRD of LIS Lohara in Tehsil Amb, Distt. Una (HP)

HP Irrigation and Public Health

Amb | Una, Himachal Pradesh

Amount: ₹15.8 LCloses: 23 Jul 2026Closed

Timeline

Published13 Jul 2026
Closed23 Jul 2026
Cancelled29 Jul 2026

Cancellation Details

Cancellation of Tender

CorrigendumCorrigendumReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 29 Jul 2026

Tender Value

₹15.8 L

EMD Value

₹31,620

Closing Date

23 Jul 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Jal Shakti Division Amb

Work Description

(Sub Head LIS Lohara C/O Water tank 2 Nos.

Tender Information

Tender ID

2026_HPIPH_138604_1

Reference Number

EE-JSD-Amb-Tender 20.07.26 Job-4

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

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredEnlistment, Earnest money and tender cost as per NIeT condition 1,2 and 3 (cover-I) (.pdf)

RequiredWork-in-hand undertaking, tax and statutory documents as per NIeT condition 4 and 5 (cover-I) (.pdf)

RequiredDSC Authorization letter, undertaking reg. tender conditions as per NIeT condition 6 and 7 (cover-I) (.pdf)

Finance

RequiredForm 6 and 8 (.pdf)

RequiredConditions (.pdf)

RequiredSOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹31,620

Important Dates

Last Activity

29 Jul 2026

Published

13 Jul 2026

Bid Opening

23 Jul 2026

Download Starts

13 Jul 2026

Download Ends

23 Jul 2026

Submission Starts

13 Jul 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (20 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Excavation in foundations, trenches etc.,in earth work. lift upto 1.5 metres stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres.in pick work.	493.1	Cum	-	-
2	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 .	2.8	Cum	-	-
3	Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 ( 1 cement :4 sand ) in all leads and lifts .	9.9	Cum	-	-
4	40mm. thick cement concrete flooring 1:2:4(1cement: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 .	10	Sqm	-	-
5	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 chamfers angle not exceeding 80 mm in girth and finished even & smooth in cement mortor 1:4 (1 cement:4 sand) in all leads and lifts.	59.3	Sqm	-	-
6	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.	-	-	-	-
7	160 mm dia PE 80 PN 4	750	Mtr	-	-
8	180 mm dia PE 80 PN 4	550	Mtr	-	-
9	Providing and laying cement concrete 1: 3 6 ( 1 cement :3 sand :6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and as per the direction of the Engineer-in-Charge.	18.36	Cum	-	-
10	Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 ( 1 cement:4sand ) in all leads and lifts as per the direction of the Engineer-in-Charge.	17.6	Cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.51 MB

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 • 1.60 MB

Work Item Documents

form6and8_4.pdf

Tender Documents • 0.83 MB

condition4.pdf

Tender Documents • 0.33 MB

BOQ_205325.xls

BOQ • 0.24 MB

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Excavation in foundations, trenches etc.,in earth work. lift upto 1.5 metres stacking the excavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15cm. layers, when required into plinths sides of foundations etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within a lead of 20 metres.in pick work.

493.1

Cum

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 .

2.8

Cum

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

9.9

Cum

40mm. thick cement concrete flooring 1:2:4(1cement: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 .

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 chamfers angle not exceeding 80 mm in girth and finished even & smooth in cement mortor 1:4 (1 cement:4 sand) in all leads and lifts.

59.3

Sqm

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.

160 mm dia PE 80 PN 4

750

Mtr

180 mm dia PE 80 PN 4

550

Mtr

Providing and laying cement concrete 1: 3 6 ( 1 cement :3 sand :6 graded stone aggregate 40 mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts and as per the direction of the Engineer-in-Charge.

18.36

Cum

Ist class brick work using common burnt clay building bricks in foundation and plinth in cement mortor 1:4 ( 1 cement:4sand ) in all leads and lifts as per the direction of the Engineer-in-Charge.

17.6

Cum