Ladakh

Technical Eval

Works

Civil Works - Roads

Construction of link road from main road to New Pachathang. (Under Distt. Capex)

Public Works Department

Nubra | Leh Ladakh, Ladakh

Amount: ₹2.5 CrCloses: 9 Apr 2026Closed

Timeline

Published20 Mar 2026
Closed9 Apr 2026
Technical Evaluation5 May 2026
Award—

Bids

6 Bids5 May 2026

#	Company	Status
1	M/S MEHDI ALI GOVT CONTRACTOR Accepted-Technical S O GHULAM MOHD R O BOGDANG	Accepted-Technical Responsive
2	M/S MOHAMMAD IBRAHIM Accepted-Technical LADAKH AUTONOMOUS HILL DEVELOPMENT COUNCIL LEH OFFICE OF THE EXECUTIVE ENGINEER RURAL ENGINEERING WING LEH	Accepted-Technical Responsive
3	M/S PUNCHOK DORJAY GOVT CONTRACTOR Accepted-Technical R O NEY	Accepted-Technical Responsive
4	M/S ZAHID ALI Accepted-Technical	Accepted-Technical Responsive
5	Mohd rafiq Accepted-Technical	Accepted-Technical Responsive

Tender Value

₹2.5 Cr

EMD Value

₹6.0 L

Closing Date

9 Apr 2026, 2:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer PWD RnB Nubra

Address

Executive Engineer PWD RnB Nubra

Work Description

Construction of link road from main road to New Pachathang. (Under Distt. Capex)

Tender Information

Tender ID

2026_PWD_18663_1

Reference Number

68 of PWD RnB Nubra 2025-26

Tender Type

Open Tender

Product Category

Civil Works - Roads

Form of Contract

Percentage

Period of Work

720 days

Location

Nubra

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredEMD, Cost of tender documents, Contractor Reg. Card renewed upto 3/2026, PAN Card, EPFO Code number. (.pdf)

RequiredGST Reg. card and Clearance certificate upto last 6 months Annual Turnover, Experience Certificate. (.pdf)

Requiredany other documents as per the NIT/SBD (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹3,000

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

Executive Engineer PWD RnB Nubra.

EMD Fee Amount

₹6.0 L

Important Dates

Last Activity

5 May 2026

Published

20 Mar 2026

Bid Opening

11 Apr 2026

Download Starts

20 Mar 2026

Download Ends

9 Apr 2026

Submission Starts

20 Mar 2026

Bill of Quantities

PercentageBoQ_Ver4.0INR

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 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) 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. All kinds of soil @98%
2Ordinary rock @2%
3Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil @80%
4Ordinary rock @20%
5Dry stone pitching (any thickness) excluding cost of stones. On Horizontal
6Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
7Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
8Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
9Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
10Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto and above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.03 MB

Technical Evaluation

tech_eval.pdf

PDF

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 • 1.98 MB

Work Item Documents

BOQ_44717.xls

BOQ • 0.32 MB

Ready to Participate?

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Company

M/S MEHDI ALI GOVT CONTRACTOR

Accepted-Technical

S O GHULAM MOHD R O BOGDANG

M/S MOHAMMAD IBRAHIM

Accepted-Technical

LADAKH AUTONOMOUS HILL DEVELOPMENT COUNCIL LEH OFFICE OF THE EXECUTIVE ENGINEER RURAL ENGINEERING WING LEH

M/S PUNCHOK DORJAY GOVT CONTRACTOR

Accepted-Technical

R O NEY

M/S ZAHID ALI

Accepted-Technical

Mohd rafiq

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by mechanical means (Hydraulic excavator) 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. All kinds of soil @98%
2Ordinary rock @2%
3Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil @80%
4Ordinary rock @20%
5Dry stone pitching (any thickness) excluding cost of stones. On Horizontal
6Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
7Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
8Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
9Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
10Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto and above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation by mechanical means (Hydraulic excavator) 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. All kinds of soil @98%

2Ordinary rock @2%

3Earth work in excavation by mechanical means (Hydraulic excavator) in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil @80%

4Ordinary rock @20%

5Dry stone pitching (any thickness) excluding cost of stones. On Horizontal

6Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

7Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

8Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)

9Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

10Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto and above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more.