Tender ID

Himachal

Cancelled

Works

Civil Works

Restoration of Rain Damage to LWSS Sardhwar Bharedeka GP Sardhwar in Tehsil Balh Distt. Mandi (H.P).

HP Irrigation and Public Health

Baggi | Mandi, Himachal Pradesh

Amount: ₹2.1 LCloses: 21 Apr 2026Closed

Timeline

Published14 Apr 2026
Closed21 Apr 2026
Cancelled2 May 2026

Corrigenda

Corrigendum

1 updatesLatest on 15 Apr 2026

Cancellation Details

Cancellation of Tender

Tender cancelledoffice orderReason: No Bids receivedDocument: cancelled_1.pdf

Published 2 May 2026

Tender Value

₹2.1 L

EMD Value

₹4,200

Closing Date

21 Apr 2026, 10:00 amClosed

Tender Inviting Organisation

Name

Address

Executive Engineer JS Division Baggi Distt. Mandi H.P.

Work Description

as per BOQ

Tender Information

Tender ID

2026_HPIPH_134194_1

Reference Number

EE-JSD-BGI/2026- 729-78 dt. 10/04/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Baggi

Source Website

Subscribe to view

Eligibility / Pre-Qualification

as per NIT

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredALL PAYMENT REGARDING PURCHASE OF BID DOCUMENT AND EMD AS REQUIRED NIT CONDITIO NO. 22(I)(I) (.pdf)

RequiredREGISTRATION WITH JSV IN APPROPRIATE CLASS AND LATEST RENEWAL. (.pdf)

RequiredPAN NO. , GST REGISTRATION AND LATEST ITR (.pdf)

RequiredSCANNED COPY OF UNDERTAKING AS REQUIRED NIT CONDITION NO. 22 (I) (IV) (.pdf)

RequiredAUTHORIZATION LETTER REGARDING DSC OF THE PERSON AUTHORIZED BY THE REGISTERED TENDERER. (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹4,200

Important Dates

Last Activity

2 May 2026

Published

14 Apr 2026

Bid Opening

21 Apr 2026

Download Starts

14 Apr 2026

Download Ends

21 Apr 2026

Submission Starts

14 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (4 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads & lifts and shoring strutting, timbering where ever required complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level:1:2:4 (1 Cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
3Centering and shuttering including strutting, propping etc. and removal of form for all heights including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
3.01	i) Foundation , fottings, base of columns etc, for mass concrete	-	Sqm	-	-
3.02	ii) Columns, Pillers, Piers, Abutments, Posts and Struts	-	Sqm	-	-
4Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.
5Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1½:3 (1 Cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.
6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.
7Providing and fixing steel wire rope 12 mm thick for holding the Gravity main 50 mm dia over the khad including complete arrangement of fastening etc. Compiete job in all respect as per the direction and satisfaction of Engineer-in-Charge with in all lead and lift.
8Laying, jointing and testing of G.I. pipe (MC) bevelled edged conforming to IS 1239-2004 of following me toned grade, diameter and wall thickness in trenches having random lengths of 5-7 mtrs including cost of fabrication of minimum 3 cut bends of required degree. The pipe shall have inside & out side Galvanisation at manufacturer work conforming to BIS 6392-1971 (with upto date ammendments). The pipe shall be jointed with circumferencial butt welded joints by electric arc welding with minimum three layers of welds so as to achive the minimum effective thorat thickness and strength of welds conforming toBIS 6392-1971 sepecification, by using welding elec rodes of 2.50 mm to 6.30 mm of Advani Oerlikon (Ador)- CITOJET / Esab make, conforming to BIS 6392-1971, at site of work complete in all respects, including manual / mechanical handling of pipes complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer-in-Charge.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 1.18 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 • 0.46 MB

Work Item Documents

FORM6_8.pdf

Tender Documents • 0.43 MB

TC.pdf

Tender Documents • 0.15 MB

BOQ_198450.xls

BOQ • 2.09 MB

Corrigendum Documents

CORRIGENDUM_21_4.pdf

PDF • 0.42 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads & lifts and shoring strutting, timbering where ever required complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.
2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level:1:2:4 (1 Cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
3Centering and shuttering including strutting, propping etc. and removal of form for all heights including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.
3.01	i) Foundation , fottings, base of columns etc, for mass concrete	-	Sqm	-	-
3.02	ii) Columns, Pillers, Piers, Abutments, Posts and Struts	-	Sqm	-	-
4Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.
5Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1½:3 (1 Cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.
6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.
7Providing and fixing steel wire rope 12 mm thick for holding the Gravity main 50 mm dia over the khad including complete arrangement of fastening etc. Compiete job in all respect as per the direction and satisfaction of Engineer-in-Charge with in all lead and lift.
8Laying, jointing and testing of G.I. pipe (MC) bevelled edged conforming to IS 1239-2004 of following me toned grade, diameter and wall thickness in trenches having random lengths of 5-7 mtrs including cost of fabrication of minimum 3 cut bends of required degree. The pipe shall have inside & out side Galvanisation at manufacturer work conforming to BIS 6392-1971 (with upto date ammendments). The pipe shall be jointed with circumferencial butt welded joints by electric arc welding with minimum three layers of welds so as to achive the minimum effective thorat thickness and strength of welds conforming toBIS 6392-1971 sepecification, by using welding elec rodes of 2.50 mm to 6.30 mm of Advani Oerlikon (Ador)- CITOJET / Esab make, conforming to BIS 6392-1971, at site of work complete in all respects, including manual / mechanical handling of pipes complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer-in-Charge.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated soil as directed in all leads & lifts and shoring strutting, timbering where ever required complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.

2Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level:1:2:4 (1 Cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

3Centering and shuttering including strutting, propping etc. and removal of form for all heights including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

3.01

i) Foundation , fottings, base of columns etc, for mass concrete

Sqm

3.02

ii) Columns, Pillers, Piers, Abutments, Posts and Struts

Sqm

4Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1½:3 (1 Cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.

5Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1½:3 (1 Cement: 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.

6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.

7Providing and fixing steel wire rope 12 mm thick for holding the Gravity main 50 mm dia over the khad including complete arrangement of fastening etc. Compiete job in all respect as per the direction and satisfaction of Engineer-in-Charge with in all lead and lift.

8Laying, jointing and testing of G.I. pipe (MC) bevelled edged conforming to IS 1239-2004 of following me toned grade, diameter and wall thickness in trenches having random lengths of 5-7 mtrs including cost of fabrication of minimum 3 cut bends of required degree. The pipe shall have inside & out side Galvanisation at manufacturer work conforming to BIS 6392-1971 (with upto date ammendments). The pipe shall be jointed with circumferencial butt welded joints by electric arc welding with minimum three layers of welds so as to achive the minimum effective thorat thickness and strength of welds conforming toBIS 6392-1971 sepecification, by using welding elec rodes of 2.50 mm to 6.30 mm of Advani Oerlikon (Ador)- CITOJET / Esab make, conforming to BIS 6392-1971, at site of work complete in all respects, including manual / mechanical handling of pipes complete in all respect with in all leads & lifts as per the entire satisfaction & directions of Engineer-in-Charge.