Uttarakhand

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Civil Works - Roads

Reconstruction of walls and protection works in the landslide-prone area at Cross Section 2/35 to 2/37 at Km 3 of Uttarkashi Bypass Motor Road.

Public Works Department

Uttarkashi | Uttar Kashi, Uttarakhand

Amount: Refer DocsCloses: 29 Oct 2026

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Timeline

Published13 Oct 2026
Closes29 Oct 2026
Bid Opening30 Oct 2026

Tender Value

Refer Docs

EMD Value

₹76,000

Closing Date

29 Oct 2026, 3:00 pm

Tender Inviting Organisation

Name

EE PWD Bhatwari

Address

EE PD PWD Bhatwari

Work Description

Reconstruction of walls and protection works in the landslide-prone area at Cross Section 2/35 to 2/37 at Km 3 of Uttarkashi Bypass Motor Road.

Tender Information

Tender ID

2026_pwd_101223_1

Reference Number

1608/Tender dated 30/09/2026

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Item Rate

Period of Work

180 days

Location

Uttarkashi

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical/Finance

RequiredNIT (.pdf)

RequiredBill of Qty (.xls)

Fee & Financial Details

Tender Fee Amount

₹2,950

Tender Fee Payable To

EE PWD Bhatwari

EMD Fee Amount

₹76,000

Important Dates

Last Activity

13 Oct 2026

Published

13 Oct 2026

Bid Opening

30 Oct 2026

Download Starts

14 Oct 2026

Download Ends

29 Oct 2026

Submission Starts

14 Oct 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (6 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Reconstruction of wall
1.01	Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in- charge, as per drawing and technical specifications Clause 305.1 of MORD Specification.	69.3	cum	-	-
1.02	Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for propercompletionof the work. As per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction	540	cum	-	-
1.03	Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications	84	Nos	-	-
1.04	Providing and Laying of Mechanically Woven DoubleTwisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1 m interval, having mesh opening 100mmx120mm, mesh wire diameter 3mm for gabions, edge / selvedge wire diameter 3.9 mm and lacing wire diameter 2.2mm. (The work includes filling boulders in the gabions).	90	Nos	-	-
1.05	Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)	209.7	cum	-	-
1.06	Road Delineators / Vertical Guide Posts: Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79.	60	Nos	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.58 MB

Work Item Documents

BOQ_119272.xls

BOQ • 0.39 MB

35.pdf

Tender Documents • 0.92 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Reconstruction of wall
1.01	Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in- charge, as per drawing and technical specifications Clause 305.1 of MORD Specification.	69.3	cum	-	-
1.02	Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for propercompletionof the work. As per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction	540	cum	-	-
1.03	Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications	84	Nos	-	-
1.04	Providing and Laying of Mechanically Woven DoubleTwisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1 m interval, having mesh opening 100mmx120mm, mesh wire diameter 3mm for gabions, edge / selvedge wire diameter 3.9 mm and lacing wire diameter 2.2mm. (The work includes filling boulders in the gabions).	90	Nos	-	-
1.05	Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)	209.7	cum	-	-
1.06	Road Delineators / Vertical Guide Posts: Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79.	60	Nos	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Reconstruction of wall

1.01

Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material as per direction of engineer - in- charge, as per drawing and technical specifications Clause 305.1 of MORD Specification.

69.3

cum

1.02

Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for propercompletionof the work. As per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction

540

cum

1.03

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

Nos

1.04

Providing and Laying of Mechanically Woven DoubleTwisted Hexagonal shaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1 m interval, having mesh opening 100mmx120mm, mesh wire diameter 3mm for gabions, edge / selvedge wire diameter 3.9 mm and lacing wire diameter 2.2mm. (The work includes filling boulders in the gabions).

Nos

1.05

Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)

209.7

cum

1.06

Road Delineators / Vertical Guide Posts: Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuous curves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79.

Nos