Himachal

Active

Works

Civil Works

Providing Gabion structure along with Phozal nallah and other miscellaneous work for protection of retaining wall foundations, complete in all respect at 33/220 kV GIS Substation Phojal Distt. Kullu

HP Power Transmission Corporation limited

Phozal SS, PIU Sarabai | Kullu, Himachal Pradesh

Amount: Refer DocsCloses: 28 Sept 202621 Sept 2026Due tomorrow

Timeline

Published9 Sept 2026
Pre-Bid Meeting16 Sept 2026
Closes28 Sept 202621 Sept 2026
Bid Opening30 Sept 202623 Sept 2026

Corrigenda

Corrigendum

2 updatesLatest on 21 Sept 2026Submission Ends:21 Sept 202628 Sept 2026

Date changes

Download Ends21 Sept 202628 Sept 2026Submission Ends21 Sept 202628 Sept 2026Bid Opening23 Sept 202630 Sept 2026

Tender Value

Refer Docs

EMD Value

₹84,000

Closing Date

28 Sept 2026, 4:30 pmDue tomorrow

Tender Inviting Organisation

Name

Dy. General Manager (Contracts)

Address

DGM Contracts, HPPTCL

Work Description

Providing Gabion structure along with Phozal nallah and other miscellaneous work for protection of retaining wall foundations, complete in all respect at 33/220 kV GIS Substation Phojal Distt. Kullu

Tender Information

Tender ID

2026_HPPTC_143094_1

Reference Number

HPPTCL /CONTRACTS /TENDERS/GMCD/2026/009

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Rate

Location

Phozal SS, PIU Sarabai

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical

RequiredDoc req as per Vol-I (.rar)

RequiredDoc req as per Vol-III (.rar)

RequiredDoc req as per Vol-IV (.rar)

RequiredEMD and tender Fee (.pdf)

Finance

RequiredPrice schedule req as per Vol-II (.rar)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,360

Tender Fee Payable To

MD, HPPTCL

EMD Fee Amount

₹84,000

Pre-Bid Meeting

Meeting Place

Shimla HP

Important Dates

Last Activity

28 Sept 2026

Published

9 Sept 2026

Bid Opening

30 Sept 2026

Download Starts

9 Sept 2026

Download Ends

28 Sept 2026

Submission Starts

9 Sept 2026

Pre-Bid Meeting

16 Sept 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth work in excavation by mechanical means (Hydraulic Excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge. Hard rock (blasting prohibited).	109.88	Cum.	-	-
2	Earth work in excavation by mechanical means (Hydraulic Excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge. Hard rock (blasting prohibited), in or under water and/or liquid mud, including pumping out water as required	137.25	Cum.	-	-
3	Centering and shuttering including strutting, propping etc. and removal of form for all heights – Foundations, footings, bases of columns, etc., for mass concrete	215.5	Sqm.	-	-
4	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level – 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), in or under water and/or liquid mud, including pumping out water as required.	137.25	Cum.	-	-
5	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level – 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size).	143.63	Cum.	-	-
6	Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes as per IS 16014:2012, MoRTH Clause 2500, of required size, Mesh Type 10×12 (D = 100 mm with tolerance of ±2%), zinc coated, mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1 m interval and shall have minimum 10 numbers of openings per metre of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-Charge.	240	Cum.	-	-
7	Labour Rate (excluding the cost of material) for Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes as per IS 16014:2012, MoRTH Clause 2500, of required size, Mesh Type 10×12 (D = 100 mm with tolerance of ±2%), zinc coated, mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1 m interval and shall have minimum 10 numbers of openings per metre of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-Charge.	240	Cum.	-	-

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 • 1.64 MB

Work Item Documents

Vol.-I Commercial_Gabionwall_1. Vol-I Front Page.docx

Tender Documents • 0.11 MB

Vol.-I Commercial_Gabionwall_2. Contents of Sec-1.doc

Tender Documents • 0.07 MB

Vol.-I Commercial_Gabionwall_3. Section-1_ Gabion wall.DOC

Tender Documents • 0.18 MB

Vol.-I Commercial_Gabionwall_4. Section-2_Gabion Wall.docx

Tender Documents • 0.08 MB

Vol.-I Commercial_Gabionwall_5. Section-3_Gabion wall.DOC

Tender Documents • 0.04 MB

Vol.-I Commercial_Gabionwall_6. Section-4_Gabion wall.doc

Tender Documents • 0.05 MB

Vol.-I Commercial_Gabionwall_7. Annexures(1-9).doc

Tender Documents • 0.11 MB

Vol-II Price Schedule_Gabion wall_Price Schedule_Gabion wall.xlsx

Tender Documents • 0.02 MB

Vol-III Technical Data_Gabion wall_SECTION 1 - CIVIL WORKS (1) Phojal.docx

Tender Documents • 0.07 MB

Vol-IV Drawings & Details_Gabion wall_Drawing for gabion structure phojal.pdf

Tender Documents • 1.11 MB

BOQ_212523.xls

BOQ • 0.32 MB

Corrigendum Documents

C-II.pdf

PDF • 0.55 MB

corrigendum-I.pdf

PDF • 0.32 MB

Ready to Participate?

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Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth work in excavation by mechanical means (Hydraulic Excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge. Hard rock (blasting prohibited).

109.88

Cum.

137.25

Cum.

Centering and shuttering including strutting, propping etc. and removal of form for all heights – Foundations, footings, bases of columns, etc., for mass concrete

215.5

Sqm.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work up to plinth level – 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), in or under water and/or liquid mud, including pumping out water as required.

137.25

Cum.

143.63

Cum.

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes as per IS 16014:2012, MoRTH Clause 2500, of required size, Mesh Type 10×12 (D = 100 mm with tolerance of ±2%), zinc coated, mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1 m interval and shall have minimum 10 numbers of openings per metre of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-Charge.

240

Cum.

Labour Rate (excluding the cost of material) for Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire Mesh Gabion Boxes as per IS 16014:2012, MoRTH Clause 2500, of required size, Mesh Type 10×12 (D = 100 mm with tolerance of ±2%), zinc coated, mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1 m interval and shall have minimum 10 numbers of openings per metre of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-Charge.

240

Cum.