CPPP

Cancelled

Works

Civil Works

Construction of Left Abutment along with Wing Walls on Both Sides for Hurla Bailey Bridge under Sheelagarh site of Parbati-H.E. Project (Stage-II)(Package No-C-860)

NHPC Limited

Diversion works, sheelagarh, PHEP-II, Mandi, H.P. | Kullu, Himachal Pradesh

Amount: ₹1.9 CrCloses: 1 Jun 202613 May 2026Closed

Timeline

Published21 Apr 2026
Closed1 Jun 2026
Cancelled6 Jun 2026

Corrigenda

Corrigendum

4 updatesLatest on 21 May 2026Submission Ends:13 May 20261 Jun 2026

Date changes

Download Ends13 May 20261 Jun 2026Submission Ends13 May 20261 Jun 2026Bid Opening18 May 20266 Jun 2026

Cancellation Details

Cancellation of Tender

Corrigendum-03As per approvalReason: Change in NIT conditions/SpecificationsDocument: cancelled_1.PDF

Published 6 Jun 2026

Tender Value

₹1.9 Cr

EMD Value

₹3.8 L

Closing Date

1 Jun 2026, 6:55 pmClosed

Tender Inviting Organisation

Name

Group Senior Manager, PnC

Address

PnC Division,Parbati Complex,Parbati-II H.E.Project, Nagwain, Distt.-Mandi, H.P.-175121

Work Description

Construction of Left Abutment along with Wing Walls on Both Sides for Hurla Bailey Bridge under Sheelagarh site of Parbati-H.E. Project (Stage-II)(Package No-C-860)

Tender Information

Tender ID

2026_NHPC_905982_1

Reference Number

NH/PP-II/PnC/Pkg. No. C-860/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

120 days

Location

Diversion works, sheelagarh, PHEP-II, Mandi, H.P.

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer tender document

Documents Required

7 documents required · 7 mandatory

Fee/PreQual/Technical

RequiredCopy of DD/NEFT/RTGS for tender fee and copy of DD/NEFT/RTGS/BG/Insurance surety bond for EMD (.pdf)

RequiredScanned copy of PAN,GST,EPF registration no. and notarized power of attorney. (.pdf)

RequiredScanned copy of all Documents as per SEC-II CL No.-15.1 of tender document. (.pdf)

RequiredScanned copy of forms, annexures and schedules as per Sec-III and Sec-IV of tender document. (.pdf)

RequiredDuly filled, signed and witnessed integrity pact including its annexures and all appendixes. (.pdf)

RequiredAll other documents required as per requirement of tender document or any other document. (.pdf)

Finance

RequiredCover-2, Schedule of Quantity and Prices (PRICE BID). (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,180

Tender Fee Payable To

NHPC

EMD Fee Amount

₹3.8 L

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

6 Jun 2026

Published

21 Apr 2026

Bid Opening

6 Jun 2026

Download Starts

21 Apr 2026

Download Ends

1 Jun 2026

Submission Starts

21 Apr 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (17 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m. Ordinary rock (not requiring blasting).	208	Cum	-	-
2	Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m. Hard rock (blasting prohibited)	312	Cum	-	-
3	Carriage for excavated rock for a lead of 5 Km.	520	Cum	-	-
4	Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (Carriage Charges included).	123.2	Cum	-	-
5	Gabian Structure for Erosion Control, River Training Works andProtection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanisedsteel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coatingconforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.) (Carriage Charges included).	-	Cum	-	-
6	Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 15.	-	Cum	-	-
7	Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 6 km or as directed by EIC. (Concrete to be cast with a 200mm dia. tremie pipe, hydraulic piling rig with Bentonite pump, light crane for lowering reinforcement cage) (Carriage Charges included).	-	Cum	-	-
8	Levelling course for Pile cap. Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. (Carriage Charges included).	-	Cum	-	-
9	Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M35. Using Batching Plant, Transit Mixer and Concrete Pump. (Carriage Charges included).	-	Cum	-	-
10	Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M30. Using Batching Plant, Transit Mixer and Concrete Pump (Formwork included) (Carriage Charges included). Height upto 5m	-	Cum	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Cancellation Documents

cancelled_1.PDF

pdf • 0.03 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 • 0.38 MB

Work Item Documents

BOQ_952286.xls

BOQ • 0.34 MB

EtenderC860.pdf

Tender Documents • 2.44 MB

Corrigendum Documents

Corrigendum02.PDF

PDF • 0.03 MB

Corrigendum01.PDF

PDF • 0.03 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

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m. Ordinary rock (not requiring blasting).

208

Cum

312

Cum

Carriage for excavated rock for a lead of 5 Km.

520

Cum

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8. (Carriage Charges included).

123.2

Cum

Gabian Structure for Erosion Control, River Training Works andProtection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanisedsteel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coatingconforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.) (Carriage Charges included).

Cum

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. P.C.C grade M 15.

Cum

Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 6 km or as directed by EIC. (Concrete to be cast with a 200mm dia. tremie pipe, hydraulic piling rig with Bentonite pump, light crane for lowering reinforcement cage) (Carriage Charges included).

Cum

Levelling course for Pile cap. Providing and laying of PCC M15 levelling course 100 mm thick below the pile cap. (Carriage Charges included).

Cum

Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification. RCC Grade M35. Using Batching Plant, Transit Mixer and Concrete Pump. (Carriage Charges included).

Cum

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M30. Using Batching Plant, Transit Mixer and Concrete Pump (Formwork included) (Carriage Charges included). Height upto 5m

Cum