Ladakh

Technical Eval

Works

Civil Works - Others

E/work , R/wall near Buddha statue Gonpa Leh

Public Works Department

Leh Ladakh, Ladakh

Amount: ₹22.3 LCloses: 10 Aug 2026Closed

Timeline

Published7 Aug 2026
Closed10 Aug 2026
Technical Evaluation10 Aug 2026
Award—

Bids

2 Bids10 Aug 2026

#	Company	Status
1	M/S ISHEY TASHI Accepted-Technical	Accepted-Technical ADMITEED
2	M/S TSERING ANGDU Accepted-Technical	Accepted-Technical ADMITEED

Tender Value

₹22.3 L

EMD Value

₹44,700

Closing Date

10 Aug 2026, 10:00 amClosed

Tender Inviting Organisation

Name

Executive Engineer PWD Rnb division Leh

Address

Office of the Executive Engineer Rnb division Leh

Work Description

E/work , R/wall near Buddha statue Gonpa Leh

Tender Information

Tender ID

2026_PWD_19328_1

Reference Number

E Tender 58 of R and B Division Leh

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Percentage

Period of Work

25 days

Location

LEH

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

9 documents required · 9 mandatory

Fee/PreQual/Technical

RequiredScan copy of tender documents mentioning date (.pdf)

RequiredScan copy of EMD (.pdf)

RequiredScan copy of contractor registration card renewed up to 03/2027 (.pdf)

RequiredScan copy of PAN card (.pdf)

RequiredScan copy of GST registration card / clearance certificate up to last six month (.pdf)

RequiredScan copy of affidavit of correct information with name of work n tender id (.pdf)

RequiredScan copy of registration certificate of CBuD App portal (.pdf)

RequiredScan copy of all other document required as per NIT (.pdf)

Finance

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹500

Tender Fee Payable To

Office of the Executive Engineer Rnb division Leh

EMD Fee Amount

₹44,700

Important Dates

Last Activity

10 Aug 2026

Published

7 Aug 2026

Bid Opening

10 Aug 2026

Download Starts

7 Aug 2026

Download Ends

10 Aug 2026

Submission Starts

7 Aug 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 (9 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1	Earth 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	1,250	cum	208.42	₹2,60,525
-	Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil	4,500	sqm	23.38	₹1,05,210
-	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)	58.5	cum	5,725.33	₹3,34,931.81
-	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)	112.5	cum	5,730.38	₹6,44,667.75
-	Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : All kinds of soil	615	cum	722.66	₹4,44,435.9
-	Carriage with mechanical means Cement and steel, lead …..............10 km	19.17	MT	241.38	₹4,627.25
-	Sand lead …................................. 20 km	70.24	cum	384.74	₹27,024.14
-	Aggregate lead ….......................... 20 km	52.06	cum	418.29	₹21,776.18
-	Stone lead …............................. 20 km	112.5	cum	452.67	₹50,925.38

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

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 • 1.22 MB

Work Item Documents

BOQ_45925.xls

BOQ • 0.25 MB

Ready to Participate?

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Company

M/S ISHEY TASHI

Accepted-Technical

M/S TSERING ANGDU

Accepted-Technical

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

Earth 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

1,250

cum

208.42

₹2,60,525

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

4,500

sqm

23.38

₹1,05,210

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

58.5

cum

5,725.33

₹3,34,931.81

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

112.5

cum

5,730.38

₹6,44,667.75

Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : All kinds of soil

615

cum

722.66

₹4,44,435.9

Carriage with mechanical means Cement and steel, lead …..............10 km

19.17

241.38

₹4,627.25

Sand lead …................................. 20 km

70.24

cum

384.74

₹27,024.14

Aggregate lead ….......................... 20 km

52.06

cum

418.29

₹21,776.18

Stone lead …............................. 20 km

112.5

cum

452.67

₹50,925.38