Himachal

Cancelled

Works

Civil Works

CO FIS Kupvi in GP Juru Shalal Teshil Kupvi Distt. Shimla HP

HP Irrigation and Public Health

Nerwa Division | Shimla, Himachal Pradesh

Amount: ₹14.0 LCloses: 30 Apr 2026Closed

Timeline

Published23 Apr 2026
Closed30 Apr 2026
Cancelled5 Jun 2026

Cancellation Details

Cancellation of Tender

cancelation of Tender canceltender cancelled due to participation of 1 No of bidder in 1st call tenderReason: Minimum Bids Not ReceivedDocument: cancelled_1.pdf

Published 5 Jun 2026

Tender Value

₹14.0 L

EMD Value

₹28,001

Closing Date

30 Apr 2026, 11:00 amClosed

Tender Inviting Organisation

Name

EE Nerwa

Address

EE Nerwa

Work Description

SH CO RCC STanks 50,000 Litrs Cap Fabrication and fixing Common Header of G.I. Pipes etc

Tender Information

Tender ID

2026_HPIPH_135012_1

Reference Number

No-JSV-ND-CB-Tender/2026 1142-1191

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Wise

Period of Work

90 days

Location

Nerwa Division

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

11 documents required · 11 mandatory

Fee/PreQual/Technical

RequiredTender fee as per NIT (.pdf)

RequiredEarnest Money as Per NIT (.pdf)

RequiredRegistration with JSV as Per NIT (.pdf)

RequiredCopy of Income Tax, GST NO as Per NIT (.pdf)

RequiredCopy of EPF and Pan Card,as per NIT (.pdf)

RequiredDSC authorization letter as per NIT (.pdf)

RequiredG.I Pipe shall be provided by the contractor at his own cost (.pdf)

Requiredthe specification of IS1239 Part1 2004 and have to provide purchase bill ic GST (.pdf)

RequiredPipe will be got inspected through one of the third party i.e RITES (.pdf)

RequiredCertificate to this effect will be submitted to the Executive Engineer along with the supply of pipe (.pdf)

Finance

RequiredSchedule of Quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹28,001

Important Dates

Last Activity

5 Jun 2026

Published

23 Apr 2026

Bid Opening

30 Apr 2026

Download Starts

23 Apr 2026

Download Ends

30 Apr 2026

Submission Starts

23 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.
2Providing and fixing cast iron double flanged sluice valve of leader/ Behl Kirlsker/GIED/ Kilburn/Fouress make nsuction side as per the relevent IS code.PN 1.6 and 65mm dia.
3Fabrication and fixing Common Header of G.I. Pipe for distribution of water at various S/tanks, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as appliable and with upto date ammendments (leak proof) in three layers at site of work with welding rods of Advani/Oerliken make/ISI marked(welding rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail pieces, tees bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specificatin as per site conditions and cutting of pipes (100 mm Dia Inlet Pipe and 15 mm Dia Out let Pipe ( 12-20 Nos out lets) as per drawing,wherever required as per site requirment i/c carriage in all leads & lifts and as directed by the Engineer-in-charge..
4Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth.
5Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-
5.01	foundation footing and bases of columns & like mass concrete.	-	Cum	-	-
5.02	Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level.	-	Cum	-	-
6Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the directions of the Engineer in charge.
6.01	In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level	-	Cum	-	-
7Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment 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

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 • 0.04 MB

NIT Documents

Tendernotice_1.pdf

PDF • 2.04 MB

Work Item Documents

F7and8.pdf

Tender Documents • 2.82 MB

Termsandcondition.pdf

Tender Documents • 0.28 MB

BOQ_199839.xls

BOQ • 0.31 MB

F6.pdf

Tender Documents • 0.39 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.
2Providing and fixing cast iron double flanged sluice valve of leader/ Behl Kirlsker/GIED/ Kilburn/Fouress make nsuction side as per the relevent IS code.PN 1.6 and 65mm dia.
3Fabrication and fixing Common Header of G.I. Pipe for distribution of water at various S/tanks, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as appliable and with upto date ammendments (leak proof) in three layers at site of work with welding rods of Advani/Oerliken make/ISI marked(welding rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail pieces, tees bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specificatin as per site conditions and cutting of pipes (100 mm Dia Inlet Pipe and 15 mm Dia Out let Pipe ( 12-20 Nos out lets) as per drawing,wherever required as per site requirment i/c carriage in all leads & lifts and as directed by the Engineer-in-charge..
4Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth.
5Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-
5.01	foundation footing and bases of columns & like mass concrete.	-	Cum	-	-
5.02	Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level.	-	Cum	-	-
6Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the directions of the Engineer in charge.
6.01	In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level	-	Cum	-	-
7Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Excavation in foundations , trenches etc., in earth work , lift up to 1.50 metres. Stacking the eacavated soil not more than 3 metres clear from the edge of the excavation and then returning the stacked soil in 15 cm. (fifteen centimetres) layers , when required in to plinth and sides of foundations etc., conslolidating each of the disposited layer by ramming and watering and then disposing off all excavated soil as directed with in the load of 20 mtrs. Pick and Jumper work etc. complete as per the direction of the Engineer - in - Charge.

2Providing and fixing cast iron double flanged sluice valve of leader/ Behl Kirlsker/GIED/ Kilburn/Fouress make nsuction side as per the relevent IS code.PN 1.6 and 65mm dia.

3Fabrication and fixing Common Header of G.I. Pipe for distribution of water at various S/tanks, including the cost of jointing with butt welding confirming to IS 816-1969 or latest as appliable and with upto date ammendments (leak proof) in three layers at site of work with welding rods of Advani/Oerliken make/ISI marked(welding rods 3mm to 4mm) and all allied accessories whatever required for welding at site, tail pieces, tees bends & other specials manufactured from parent pipes as applicable to the particular reach & of approved specificatin as per site conditions and cutting of pipes (100 mm Dia Inlet Pipe and 15 mm Dia Out let Pipe ( 12-20 Nos out lets) as per drawing,wherever required as per site requirment i/c carriage in all leads & lifts and as directed by the Engineer-in-charge..

4Providing and laying cement concrete 1:4:8 (1cement:4sand:8graded stone agg. 40mm nominal size)and curing complete excluding cost of form work in :- a) Foundation and plinth.

5Providing and laying cement concrete 1:11/2 :3 ( 1cement: 1 1/2 sand: 3graded stone aggregate 20 mm nominal size )and curing complete excluding the cost of form work and reinforcement in:-

5.01

foundation footing and bases of columns & like mass concrete.

Cum

5.02

Walls(any thickness but ot less than 0.1 mtr thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level up to floor two level.

Cum

6Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in:- with in all leads and lifts as per the directions of the Engineer in charge.

6.01

In suspended floor roofs landing shalves & their support balconies,beams, girders bressumers cantilevers upto floor two level

Cum

7Providing form work with steel plates 3.15mm thick so as to give fair finish I/c centering shuttering propping etc. height of propping below supporting floor to ceiling not exceeding 4mt. Height & removal of same in situ reinforce ment concrete and plain concrete work in :-