Ladakh

To Be Opened

Works

Civil Works - Canal

Remodeling/Construction of Nakpochu Lankerchay khul Phase -1st by way of protection R/wall and B/wall upto existing D/Tank and required spots.

Public Works Department

Kargil, Ladakh

Amount: ₹99.2 LCloses: 16 May 2026Closed

Timeline

Published5 May 2026
Closed16 May 2026
Bid Opening18 May 2026

Tender Value

₹99.2 L

EMD Value

₹2.0 L

Closing Date

16 May 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer I-FC Division Kargil

Address

Executive Engineer I-FC Division Kargil

Work Description

Remodeling/Construction of Nakpochu Lankerchay khul Phase -1st by way of protection R/wall and B/wall upto existing D/Tank and required spots.

Tender Information

Tender ID

2026_PWD_18888_3

Reference Number

e-Tender 03 of 2026-27/INFC Kargil

Tender Type

Open Tender

Product Category

Civil Works - Canal

Form of Contract

Works

Period of Work

120 days

Location

Kargil

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical/Finance

RequiredScan copy of registration with renewal, PAN Card, Bidder information (.pdf)

RequiredScan copy of CDR, online payment (GR) (.pdf)

RequiredGSTIN Certificate with latest clearance (.pdf)

RequiredBill of Quantities (.xls)

Fee & Financial Details

Tender Fee Amount

₹1,000

Tender Fee Payable To

Payable To Executive Engineer I-FC Division Kargil

EMD Fee Amount

₹2.0 L

Important Dates

Last Activity

5 May 2026

Published

5 May 2026

Bid Opening

18 May 2026

Download Starts

5 May 2026

Download Ends

16 May 2026

Submission Starts

6 May 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 (13 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by manual means in foundation trench or drains (not exceeding 1.5m in weadth or 10 sqm on plan )including dressing of sides and ramming of bottoms ,lift upto 1.5m ,including getting out the excavated soil and disposal of surplus excavated soil as directed ,within a lead of 1 Mtr
1.01	All Kind of soil 90%	4,638.6	Cum	357.52	₹16,58,392.27
1.02	Ordinary Rock 10%	515.4	Cum	793.63	₹4,09,036.9
2	Dumping /Filling of stones in horizontal level excluding cost of stone	282.81	Cum	177.44	₹50,181.81
3	Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @20% of gross volume upto plinth level excluding cost of form work and including curing complete..	901.94	Cum	5,330	₹48,07,340.2
4	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m	188.54	Cum	162.93	₹30,718.82
5	Random Rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 2 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1: 6 (1 cement: 6 coarse sand)	50	Cum	4,721.23	₹2,36,061.5
6	Random Rubble Massonary with dry using hard stone with out stone including cost of stone	52	Cum	2,047.95	₹1,06,493.4
7	Centering and shuttering incld.strutting propping etc. and removal of from for wall any thickness incld. Attached pilaster, buttresses plinth and string coarse ect walls of any thickness	2,085	Sqm	470.55	₹9,81,096.75
8	Dewatering of water caused due to river tidel /springs seepages etc.complete job.	1	Job	24,600	₹24,600

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.49 MB

Work Item Documents

BOQ_45080.xls

BOQ • 0.46 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by manual means in foundation trench or drains (not exceeding 1.5m in weadth or 10 sqm on plan )including dressing of sides and ramming of bottoms ,lift upto 1.5m ,including getting out the excavated soil and disposal of surplus excavated soil as directed ,within a lead of 1 Mtr
1.01	All Kind of soil 90%	4,638.6	Cum	357.52	₹16,58,392.27
1.02	Ordinary Rock 10%	515.4	Cum	793.63	₹4,09,036.9
2	Dumping /Filling of stones in horizontal level excluding cost of stone	282.81	Cum	177.44	₹50,181.81
3	Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @20% of gross volume upto plinth level excluding cost of form work and including curing complete..	901.94	Cum	5,330	₹48,07,340.2
4	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m	188.54	Cum	162.93	₹30,718.82
5	Random Rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 2 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1: 6 (1 cement: 6 coarse sand)	50	Cum	4,721.23	₹2,36,061.5
6	Random Rubble Massonary with dry using hard stone with out stone including cost of stone	52	Cum	2,047.95	₹1,06,493.4
7	Centering and shuttering incld.strutting propping etc. and removal of from for wall any thickness incld. Attached pilaster, buttresses plinth and string coarse ect walls of any thickness	2,085	Sqm	470.55	₹9,81,096.75
8	Dewatering of water caused due to river tidel /springs seepages etc.complete job.	1	Job	24,600	₹24,600

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation by manual means in foundation trench or drains (not exceeding 1.5m in weadth or 10 sqm on plan )including dressing of sides and ramming of bottoms ,lift upto 1.5m ,including getting out the excavated soil and disposal of surplus excavated soil as directed ,within a lead of 1 Mtr

1.01

All Kind of soil 90%

4,638.6

Cum

357.52

₹16,58,392.27

1.02

Ordinary Rock 10%

515.4

Cum

793.63

₹4,09,036.9

Dumping /Filling of stones in horizontal level excluding cost of stone

282.81

Cum

177.44

₹50,181.81

Cast in situ plum concrete work of nominal mix concrete M-10 grade (total mass of dry nallah aggregate 480kg(max excluding plums) and water 34Kg (max) per 50kg of cement) nominal max size of stone aggregate 20mm, volumetric batching using plum aggregate 20mm, volumetric batching using plum (size over 160mm, split nallah stone or quarry stone) @20% of gross volume upto plinth level excluding cost of form work and including curing complete..

901.94

Cum

5,330

₹48,07,340.2

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

188.54

Cum

162.93

₹30,718.82

Random Rubble masonary with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand: 2 graded stone aggregate 20mm nominal size) upto plinth level with cement mortar 1: 6 (1 cement: 6 coarse sand)

Cum

4,721.23

₹2,36,061.5

Random Rubble Massonary with dry using hard stone with out stone including cost of stone

Cum

2,047.95

₹1,06,493.4

Centering and shuttering incld.strutting propping etc. and removal of from for wall any thickness incld. Attached pilaster, buttresses plinth and string coarse ect walls of any thickness

2,085

Sqm

470.55

₹9,81,096.75

Dewatering of water caused due to river tidel /springs seepages etc.complete job.

Job

24,600

₹24,600