Tender ID

Himachal

Cancelled

Works

Civil Works

Providing Sewerage Scheme to Gagret Town in Teshil Ghanari Distt. Una (HP)

HP Irrigation and Public Health

Executive Engineer JSV Flood Prot. Division Gagret | Una, Himachal Pradesh

Amount: ₹5.0 LCloses: 6 Apr 2026Closed

Timeline

Published27 Mar 2026
Closed6 Apr 2026
Cancelled7 Apr 2026

Cancellation Details

Cancellation of Tender

Cancellation of TenderOffice OrderReason: No Bids receivedDocument: cancelled_1.pdf

Published 7 Apr 2026

Tender Value

₹5.0 L

EMD Value

₹9,903

Closing Date

6 Apr 2026, 12:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer JSV Flood Prot. Division Gagret

Address

Executive Engineer JSV Flood Prot. Division Gagret

Work Description

C/O Brick Masonry Inspection Chamber 450mmx450mmx450mm deep and Providing Sewerage house connection to various consumers in Gagret Area

Tender Information

Tender ID

2026_HPIPH_132630_1

Reference Number

JSV-FPDG-2026-13539-79 dt. 27.03.2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Period of Work

90 days

Location

Executive Engineer JSV Flood Prot. Division Gagret

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredThe Earnest money shall be submitted either through online mode (e-payment) or offline mode as per (.pdf)

RequiredCost of tender documents through online or offline mode as per NIT (.pdf)

RequiredCertificate of registration in appropriate class with JSV Department as per NIT (.pdf)

RequiredCopy of PAN, Income Tax registration number and their latest clearance certificate as per NIT (.pdf)

RequiredCopy of EPF and GST number along with copy of latest GST return as per NIT (.pdf)

RequiredUnder Taking regarding two or more works are not pending with FP Division Gagret on the letter head (.pdf)

Finance

RequiredSchedule Bill of Quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹350

EMD Fee Amount

₹9,903

Important Dates

Last Activity

7 Apr 2026

Published

27 Mar 2026

Bid Opening

6 Apr 2026

Download Starts

27 Mar 2026

Download Ends

6 Apr 2026

Submission Starts

27 Mar 2026

Clarification Period

27 Mar 2026 - 6 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundations and trenches including pipes and pits in all depths etc. in all lifts and in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiseling/wedging out of rock (Where blashing is prohibited) and saturated soils, stacking the excavated earth within all leads and, lifts, clear from the edge excavation and then returning the Stacked soil in 15 cm layers where required into plinths, sides of foundations and trenches etc., consolidation each deposited layer by ramming and watering and then disposing of all surplus excavation earth as direction by Engineer-in-charge Within all leads and lifts including uprooting of trees, dressing of beds and sides and preparation of sub-grade, restoration of unmetalle/metalled/paved surfaces to its original conditions (excluding cost of mettaling tarring and concreting) including shoring, strutting, timbering and dewatering, where ever required, providing diversion for traffic, fixing night signals, fixing caution boards, crossing over trenches for access to houses complete in all repects and to the entire satisfaction of the Engineer-in-charge.
2Providing and laying cement concrete 1:4:8 ( One cement : four sand : eight graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth.
3	Brick work using 2nd class common burnt clay building bricks in foundation and plinth in cement mortot 1:4 (One cement: four sand)	7.88	Per/Cum	-	-
4	15 mm cement plaster in single coat on side of brick/stone masonry for interior plastering upto floor two level including arrises, internal rounded angles, not exceeding 80 mm in girth and finished even and smooth: cement morth 1:3 (1 cement:3 sand) including entire carriage of material within all leads and lefts.	34.27	Per/Sqm	-	-
5	Providing and laying cement concrete 1:1:5:3 (cement: 1.5 sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth.	20.45	Per/Cum	-	-
6Providing and laying cement concrete 1:1:5:3 (cement: 1.5 sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced work in :-
6.01	i) Suspended floor, roofs, landings shelves and their supports balconies, girders bressumers and cantilevers etc. in all leads and lifts.	3.51	Per/Cum	-	-
7	Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level.	37.76	Per/Kgs	-	-
8Providing form work with steel plates 3.15 mm thick welder with angle iron in frame 30X30X5mm, so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens ballies, hieght of propping and cent ring below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in situ reinforced concrete and plain concrete work in:-
8.01	Flat surface such as soffits of suspended floor, roofs, landings and the like floors etc. up to 200 mm thickness.	-	Per/Sqm	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.pdf

pdf • 0.40 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 • 1.09 MB

Work Item Documents

Form6and8.pdf

Tender Documents • 1.05 MB

TermsandConditions.pdf

Tender Documents • 0.48 MB

BOQ_196141.xls

BOQ • 0.28 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundations and trenches including pipes and pits in all depths etc. in all lifts and in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiseling/wedging out of rock (Where blashing is prohibited) and saturated soils, stacking the excavated earth within all leads and, lifts, clear from the edge excavation and then returning the Stacked soil in 15 cm layers where required into plinths, sides of foundations and trenches etc., consolidation each deposited layer by ramming and watering and then disposing of all surplus excavation earth as direction by Engineer-in-charge Within all leads and lifts including uprooting of trees, dressing of beds and sides and preparation of sub-grade, restoration of unmetalle/metalled/paved surfaces to its original conditions (excluding cost of mettaling tarring and concreting) including shoring, strutting, timbering and dewatering, where ever required, providing diversion for traffic, fixing night signals, fixing caution boards, crossing over trenches for access to houses complete in all repects and to the entire satisfaction of the Engineer-in-charge.
2Providing and laying cement concrete 1:4:8 ( One cement : four sand : eight graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth.
3	Brick work using 2nd class common burnt clay building bricks in foundation and plinth in cement mortot 1:4 (One cement: four sand)	7.88	Per/Cum	-	-
4	15 mm cement plaster in single coat on side of brick/stone masonry for interior plastering upto floor two level including arrises, internal rounded angles, not exceeding 80 mm in girth and finished even and smooth: cement morth 1:3 (1 cement:3 sand) including entire carriage of material within all leads and lefts.	34.27	Per/Sqm	-	-
5	Providing and laying cement concrete 1:1:5:3 (cement: 1.5 sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth.	20.45	Per/Cum	-	-
6Providing and laying cement concrete 1:1:5:3 (cement: 1.5 sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced work in :-
6.01	i) Suspended floor, roofs, landings shelves and their supports balconies, girders bressumers and cantilevers etc. in all leads and lifts.	3.51	Per/Cum	-	-
7	Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level.	37.76	Per/Kgs	-	-
8Providing form work with steel plates 3.15 mm thick welder with angle iron in frame 30X30X5mm, so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens ballies, hieght of propping and cent ring below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in situ reinforced concrete and plain concrete work in:-
8.01	Flat surface such as soffits of suspended floor, roofs, landings and the like floors etc. up to 200 mm thickness.	-	Per/Sqm	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in foundations and trenches including pipes and pits in all depths etc. in all lifts and in all kinds of soils such as pick work, jumper work, blasting in soft/hard rock, chiseling/wedging out of rock (Where blashing is prohibited) and saturated soils, stacking the excavated earth within all leads and, lifts, clear from the edge excavation and then returning the Stacked soil in 15 cm layers where required into plinths, sides of foundations and trenches etc., consolidation each deposited layer by ramming and watering and then disposing of all surplus excavation earth as direction by Engineer-in-charge Within all leads and lifts including uprooting of trees, dressing of beds and sides and preparation of sub-grade, restoration of unmetalle/metalled/paved surfaces to its original conditions (excluding cost of mettaling tarring and concreting) including shoring, strutting, timbering and dewatering, where ever required, providing diversion for traffic, fixing night signals, fixing caution boards, crossing over trenches for access to houses complete in all repects and to the entire satisfaction of the Engineer-in-charge.

2Providing and laying cement concrete 1:4:8 ( One cement : four sand : eight graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth.

Brick work using 2nd class common burnt clay building bricks in foundation and plinth in cement mortot 1:4 (One cement: four sand)

7.88

Per/Cum

15 mm cement plaster in single coat on side of brick/stone masonry for interior plastering upto floor two level including arrises, internal rounded angles, not exceeding 80 mm in girth and finished even and smooth: cement morth 1:3 (1 cement:3 sand) including entire carriage of material within all leads and lefts.

34.27

Per/Sqm

Providing and laying cement concrete 1:1:5:3 (cement: 1.5 sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth.

20.45

Per/Cum

6Providing and laying cement concrete 1:1:5:3 (cement: 1.5 sand: 3 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced work in :-

6.01

i) Suspended floor, roofs, landings shelves and their supports balconies, girders bressumers and cantilevers etc. in all leads and lifts.

3.51

Per/Cum

Providing tor steel reinforcement for RCC work including bending, binding and placing in position complete up to floor two level.

37.76

Per/Kgs

8Providing form work with steel plates 3.15 mm thick welder with angle iron in frame 30X30X5mm, so as to give a fair finish including centering, shuttering, strutting and propping etc. with wooden battens ballies, hieght of propping and cent ring below supporting floor to ceiling not exceeding 4 mtr and removal of the same for in situ reinforced concrete and plain concrete work in:-

8.01

Flat surface such as soffits of suspended floor, roofs, landings and the like floors etc. up to 200 mm thickness.

Per/Sqm