Himachal

Cancelled

Works

Civil Works

RRD of LWSS Chintpurni Ji (Ambkola Pritam) under Sub Division Bharwain

HP Irrigation and Public Health

Amb | Una, Himachal Pradesh

Amount: ₹9.0 LCloses: 10 Apr 2026Closed

Timeline

Published31 Mar 2026
Closed10 Apr 2026
Cancelled20 Apr 2026

Cancellation Details

Cancellation of Tender

corrigendumCancelled due to low participationReason: Minimum Bids Not ReceivedDocument: cancelled_1.pdf

Published 20 Apr 2026

Tender Value

₹9.0 L

EMD Value

₹18,073

Closing Date

10 Apr 2026, 11:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer

Address

Jal Shakti Division Amb

Work Description

Sub Head Construction of retaining wall to protect main tank, including cutting and welding of rising main and distribution system

Tender Information

Tender ID

2026_HPIPH_132961_1

Reference Number

RRD of LWSS Chintpurni Ji 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

RequiredCopy of Registration/Enlistment Certificate as per NIeT condition No.1 (.pdf)

RequiredEarnest Money Deposit (EMD) and tender cost as per NIeT condition No.2 and 3 (.pdf)

RequiredUndertaking and Statutory Documents as per NIeT condition No.4 and 5 (.pdf)

Finance

RequiredForm 6 and 8 (.pdf)

RequiredTerms and conditions (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹18,073

Important Dates

Last Activity

20 Apr 2026

Published

31 Mar 2026

Bid Opening

10 Apr 2026

Download Starts

31 Mar 2026

Download Ends

10 Apr 2026

Submission Starts

31 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation trenches etc. in all kinds of soil such as pick jumper work blasting soft or hard rock or by chiselling where blasting is prohibited soft/hard rock in all lifts stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge in all leads and lifts.
2Providing form work with steel plated 3.15mm thick welded with angle iron in frame 30x30x5mm, 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 insitu-reinforced concrete and plain. Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.
3Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth / wall in all leads and lifts.
4Providing and laying of PVC pipe50 mm dia for weep hole as per direction and to the entire satisfaction of Engineer-in-Chargewith in all leads and lifts.
5Providing tor steel reinforcement for RCC work including bending binding and placing in position with in all leads and lifts complete in all respect.
6Excavation in earth filling in 15 cm. layers in foundation and plinths including ramming, watering and consolidating upto a lead of 20 mtrs. And lift upto a 1.50 mtrs.
7Boulder filling behind the retaining wall in all leads and lifts complete in all respect
8Deployment of excavator cum loader on through rate basis for removal of slips and excavation in all kinds of soil formation formation of cutting dressing of aproch complete in all respect as per direction of Engineer-in-charge including all leads and lifts. The cost of lubricants & diesel etc be borne by the contractor.
9Prov. Circumferential Cutting and butt welding with Three layers joints by electrical are welding to following dia &class pipe welded in requisite number of weld run so as to achieve the minimum effective 'throat thicknessof weld conforming to SI816-1969 specification by welding electrodes of 2.5 mm to 6.3mm of Advani oerlikon (Abore)- CITOJT/ ESAB make conforming to IS 814-1991 at site of work complete in all respects including manual/ mechinal handing of pipe in all leads lifts to the entire satisfaction of Engineer-in-charge Following dia 150 mm dia
10125 mm dia

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.56 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 • 1.29 MB

Work Item Documents

condition_4.pdf

Tender Documents • 0.33 MB

form6and8_4.pdf

Tender Documents • 0.83 MB

BOQ_196647.xls

BOQ • 0.24 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation trenches etc. in all kinds of soil such as pick jumper work blasting soft or hard rock or by chiselling where blasting is prohibited soft/hard rock in all lifts stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge in all leads and lifts.
2Providing form work with steel plated 3.15mm thick welded with angle iron in frame 30x30x5mm, 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 insitu-reinforced concrete and plain. Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.
3Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth / wall in all leads and lifts.
4Providing and laying of PVC pipe50 mm dia for weep hole as per direction and to the entire satisfaction of Engineer-in-Chargewith in all leads and lifts.
5Providing tor steel reinforcement for RCC work including bending binding and placing in position with in all leads and lifts complete in all respect.
6Excavation in earth filling in 15 cm. layers in foundation and plinths including ramming, watering and consolidating upto a lead of 20 mtrs. And lift upto a 1.50 mtrs.
7Boulder filling behind the retaining wall in all leads and lifts complete in all respect
8Deployment of excavator cum loader on through rate basis for removal of slips and excavation in all kinds of soil formation formation of cutting dressing of aproch complete in all respect as per direction of Engineer-in-charge including all leads and lifts. The cost of lubricants & diesel etc be borne by the contractor.
9Prov. Circumferential Cutting and butt welding with Three layers joints by electrical are welding to following dia &class pipe welded in requisite number of weld run so as to achieve the minimum effective 'throat thicknessof weld conforming to SI816-1969 specification by welding electrodes of 2.5 mm to 6.3mm of Advani oerlikon (Abore)- CITOJT/ ESAB make conforming to IS 814-1991 at site of work complete in all respects including manual/ mechinal handing of pipe in all leads lifts to the entire satisfaction of Engineer-in-charge Following dia 150 mm dia
10125 mm dia

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in foundation trenches etc. in all kinds of soil such as pick jumper work blasting soft or hard rock or by chiselling where blasting is prohibited soft/hard rock in all lifts stacking the excavated soil as directed by the Engineer-in-charge clear from the edge of excavation and then returning the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge in all leads and lifts.

2Providing form work with steel plated 3.15mm thick welded with angle iron in frame 30x30x5mm, 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 insitu-reinforced concrete and plain. Vertical surfaces such as walls(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge.

3Providing and laying cement concrete 1:4:8(1cement:4sand:8 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth / wall in all leads and lifts.

4Providing and laying of PVC pipe50 mm dia for weep hole as per direction and to the entire satisfaction of Engineer-in-Chargewith in all leads and lifts.

5Providing tor steel reinforcement for RCC work including bending binding and placing in position with in all leads and lifts complete in all respect.

6Excavation in earth filling in 15 cm. layers in foundation and plinths including ramming, watering and consolidating upto a lead of 20 mtrs. And lift upto a 1.50 mtrs.

7Boulder filling behind the retaining wall in all leads and lifts complete in all respect

8Deployment of excavator cum loader on through rate basis for removal of slips and excavation in all kinds of soil formation formation of cutting dressing of aproch complete in all respect as per direction of Engineer-in-charge including all leads and lifts. The cost of lubricants & diesel etc be borne by the contractor.

9Prov. Circumferential Cutting and butt welding with Three layers joints by electrical are welding to following dia &class pipe welded in requisite number of weld run so as to achieve the minimum effective 'throat thicknessof weld conforming to SI816-1969 specification by welding electrodes of 2.5 mm to 6.3mm of Advani oerlikon (Abore)- CITOJT/ ESAB make conforming to IS 814-1991 at site of work complete in all respects including manual/ mechinal handing of pipe in all leads lifts to the entire satisfaction of Engineer-in-charge Following dia 150 mm dia

10125 mm dia