Tender ID

Himachal

Cancelled

Works

Civil Works

R R of GWSS Rinjat Dhadu in G.P Nerwa Tehsil Nerwa Distt. Nerwa Shimla H.P

HP Irrigation and Public Health

Nerwa Division | Shimla, Himachal Pradesh

Amount: ₹14.3 LCloses: 6 Apr 2026Closed

Timeline

Published30 Mar 2026
Closed6 Apr 2026
Cancelled7 Apr 2026

Cancellation Details

Cancellation of Tender

cancelation of Tendertender cancelled due to participated single bidder in 1st call tenderReason: Minimum Bids Not ReceivedDocument: cancelled_1.pdf

Published 7 Apr 2026

Tender Value

₹14.3 L

EMD Value

₹28,528

Closing Date

6 Apr 2026, 11:00 amClosed

Tender Inviting Organisation

Name

EE Nerwa

Address

EE Nerwa

Work Description

CO Intake Chamber and RCC STank, Providing, Laying and jointing in tranches galvanized mild steel tubes Light grade of various dia etc Phase 1 and 2nd Lower Dyandly Under PDNA

Tender Information

Tender ID

2026_HPIPH_132921_1

Reference Number

No-JSV-ND-CB-Tender/2026 10065-10114

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Wise

Period of Work

90 days

Location

Nerwa Division

Source Website

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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 IS-1239 (Part-1) 2004 and have to provide purchase bill i/c GST (.pdf)

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

Requiredto this effect will be submitted to the Executive Engineer alongwith the supply of pipes. (.pdf)

Finance

RequiredSchedule of Quantity (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

EMD Fee Amount

₹28,528

Important Dates

Last Activity

7 Apr 2026

Published

30 Mar 2026

Bid Opening

6 Apr 2026

Download Starts

30 Mar 2026

Download Ends

6 Apr 2026

Submission Starts

30 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (10 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.
2Excavation in earth work and disposal of all excavated earth upto all leads and lifts. Disposing earth to be levelled and neatly dressed pick jumper work within all leads and lifts and as directed by the Engineer-in-charge.
3Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts. (a)3mm to 6mm stone chips/Bajr
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 • 0.33 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 • 1.96 MB

Work Item Documents

F6.pdf

Tender Documents • 0.38 MB

F7and8.pdf

Tender Documents • 2.83 MB

BOQ_196571.xls

BOQ • 0.31 MB

Termsandcondition.pdf

Tender Documents • 0.28 MB

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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.
2Excavation in earth work and disposal of all excavated earth upto all leads and lifts. Disposing earth to be levelled and neatly dressed pick jumper work within all leads and lifts and as directed by the Engineer-in-charge.
3Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts. (a)3mm to 6mm stone chips/Bajr
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.

2Excavation in earth work and disposal of all excavated earth upto all leads and lifts. Disposing earth to be levelled and neatly dressed pick jumper work within all leads and lifts and as directed by the Engineer-in-charge.

3Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts. (a)3mm to 6mm stone chips/Bajr

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 :-