Himachal

Cancelled

Works

Civil Works - Water Works

Restoration of rain damages to LWSS to PJLNGMC and Hospital at Sarol in Tehsil and Distt. Chamba

HP Irrigation and Public Health

Sarol at Chamba | Chamba, Himachal Pradesh

Amount: Refer DocsCloses: 28 Apr 2026Closed

Timeline

Published20 Apr 2026
Closed28 Apr 2026
Cancelled4 May 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderTender has been cancelled due to Administrative reasonReason: Due to admistrative reasons/issuesDocument: cancelled_1.pdf

Published 4 May 2026

Tender Value

Refer Docs

EMD Value

₹46,845

Closing Date

28 Apr 2026, 5:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer Jal Shakti Division Chamba

Address

Executive Engineer Jal Shakti Division Chamba

Work Description

Laying, jointing and testing of GI pipe 125mm (MG) and 150mm (MG) at various RDs, C/o R/wall, C/o B/wall, C/o Anchor Blocks and Providing, laying cement concrete around MBR and repair of trench weir

Tender Information

Tender ID

2026_HPIPH_134744_1

Reference Number

EE-JSV-CBA-2026-1180-1234 dated 20.04.2026

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Item Rate

Period of Work

180 days

Location

Sarol at Chamba

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

8 documents required · 8 mandatory

Fee/PreQual/Technical

RequiredEarnest Money (.pdf)

RequiredCost of Tender Form (.pdf)

RequiredGST, PAN, Latest ITR, EPF (.pdf)

RequiredCertificate of Registration with JSV in appropriate class and latest renewal thereof (.pdf)

RequiredScanned copy of Authorization letter regarding DSC of the person as required of NIT (.pdf)

RequiredCopy of undertaking that I have carefully studied all the term and conditions (.pdf)

RequiredOther term and conditions as per NIT, form6 and form8 (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹46,845

Important Dates

Last Activity

4 May 2026

Published

20 Apr 2026

Bid Opening

29 Apr 2026

Download Starts

20 Apr 2026

Download Ends

28 Apr 2026

Submission Starts

20 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavated in earth work and disposal of all excavated earth such as pick work jumper work, blasting wprk in hard/soft rocks i/c dewatering in saturated soil up to all leads and lift disposed earth to be levelled and neatly dresses with in all leads and lift as Per directed by the Engineer-in-Charge.
2Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.
3Providing/laying wire crates made of G.I wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid separately) G.I wire 5mm thick corresponding to SWG-6 15cmx15cm mesh with in all leads and lifts as per direction of the Engineer-in-Charge.
4Wire crate of GI Wire filled with boulder with square cut faces against the wire ( Wire crate to be measured and paid for separately) with in all leads and lift to the entire satisfaction of Engineer in charge.
5Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-
5.1	Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge.	-	Per Cum	-	-
6Providing and laying cement concrete 1:6:12(1: cement :6 sand :12 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge.
7Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge.
8Providing and laying cement conctete 1:5:10 (1cement: 5sand: 10graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work in R/Wall/Brest walls the size of plum 150 to 300mm as per PWD specification. With in all leads and lifts as per the direction of the Engineer-in-charge.
9Providing form work with steel plates 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 batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.32 MB

Documents

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Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 1.56 MB

Work Item Documents

BOQ_199405.xls

BOQ • 0.30 MB

FormSix.pdf

Tender Documents • 0.36 MB

FormEight.pdf

Tender Documents • 1.50 MB

condition.pdf

Additional Documents • 0.17 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavated in earth work and disposal of all excavated earth such as pick work jumper work, blasting wprk in hard/soft rocks i/c dewatering in saturated soil up to all leads and lift disposed earth to be levelled and neatly dresses with in all leads and lift as Per directed by the Engineer-in-Charge.
2Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.
3Providing/laying wire crates made of G.I wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid separately) G.I wire 5mm thick corresponding to SWG-6 15cmx15cm mesh with in all leads and lifts as per direction of the Engineer-in-Charge.
4Wire crate of GI Wire filled with boulder with square cut faces against the wire ( Wire crate to be measured and paid for separately) with in all leads and lift to the entire satisfaction of Engineer in charge.
5Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-
5.1	Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge.	-	Per Cum	-	-
6Providing and laying cement concrete 1:6:12(1: cement :6 sand :12 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge.
7Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge.
8Providing and laying cement conctete 1:5:10 (1cement: 5sand: 10graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work in R/Wall/Brest walls the size of plum 150 to 300mm as per PWD specification. With in all leads and lifts as per the direction of the Engineer-in-charge.
9Providing form work with steel plates 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 batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavated in earth work and disposal of all excavated earth such as pick work jumper work, blasting wprk in hard/soft rocks i/c dewatering in saturated soil up to all leads and lift disposed earth to be levelled and neatly dresses with in all leads and lift as Per directed by the Engineer-in-Charge.

2Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

3Providing/laying wire crates made of G.I wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid separately) G.I wire 5mm thick corresponding to SWG-6 15cmx15cm mesh with in all leads and lifts as per direction of the Engineer-in-Charge.

4Wire crate of GI Wire filled with boulder with square cut faces against the wire ( Wire crate to be measured and paid for separately) with in all leads and lift to the entire satisfaction of Engineer in charge.

5Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :-

5.1

Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge.

Per Cum

6Providing and laying cement concrete 1:6:12(1: cement :6 sand :12 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge.

7Providing and laying cement concrete 1:4:8(1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge.

8Providing and laying cement conctete 1:5:10 (1cement: 5sand: 10graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work in R/Wall/Brest walls the size of plum 150 to 300mm as per PWD specification. With in all leads and lifts as per the direction of the Engineer-in-charge.

9Providing form work with steel plates 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 batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :-