Ladakh

To Be Opened

Works

Civil Works - Others

Construction of New Earthen Pond at Bajan Barton Barsoo. (Under SDP).

Public Works Department

Bajan Bartoo Barsoo | Kargil, Ladakh

Amount: ₹69.5 LCloses: 29 May 2026Closed

Timeline

Published14 May 2026
Closed29 May 2026
Bid Opening30 May 2026

Corrigenda

Corrigendum

1 updatesLatest on 19 May 2026

Tender Value

₹69.5 L

EMD Value

₹1.4 L

Closing Date

29 May 2026, 4:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer PHE Division Kargil

Address

Executive Engineer PHE Division Kargil

Work Description

Construction of New Earthen Pond at Bajan Barton Barsoo. (Under SDP).

Tender Information

Tender ID

2026_PWD_18940_1

Reference Number

E-tender- 23 of PHE Division Kargil of 2026-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Rate

Period of Work

70 days

Location

Bajan Bartoo Barsoo

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Refer to NIT

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical/Finance

RequiredScan copy of cost of T/Doc. In shape of ( Online payment/ NEFT/RTGS /EMD in the shape of CDR/FDR etc (.pdf)

RequiredScan copy of Contr. Regd. card with latest renewal/ GSTIN/GSTR3B/PAN card/ Affidavit/Bidder info. (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹695

Tender Fee Payable To

Payable To Executive Engineer PHE Division Kargil

EMD Fee Amount

₹1.4 L

Important Dates

Last Activity

14 May 2026

Published

14 May 2026

Bid Opening

30 May 2026

Download Starts

14 May 2026

Download Ends

29 May 2026

Submission Starts

14 May 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (18 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30cm & up to 1.5mte in depth, 1.5mtr in width as well as 10sqm on plan) including Disposal of excavated earth up to 1mtr from cutting edge, disposed earth to be leveled and neatly dressed.
1.01	All kind of soil 85%	10,534	Cum	-	-
1.02	Ordanary rock 10%	1,239.35	Cum	-	-
1.03	Hard Rock (B.P) 5%	619.68	Cum	-	-
2	Preparation and consolidation of sub grade with power road roller of R so 12 sonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc and re-rolling the sub grade and disposal of surplus earthwith lead upto 50metres.	1,214.8	Sqm	-	-
3	Providing and Laying good earth mixed with lime 12% and ramming compacting manually completed job.	190.8	Cum	-	-
4	Banking excavated carth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling cach 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 etc., lead upto 50 m and lift upto 1.5 m (excl, ramming with PRR and watering) All kinds of soil.	636	Cum	-	-
5	Providing and Laying HDPE sheet Pond Linner 300-500 micron incl. carriage and fixing of joints and overlaps etc complete job.	1,556	Sqm	-	-
6	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level 1:15:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)	6.48	Cum	-	-
7	Providing/fixing of Reinforcement for RCC work including straightening cutting, bending, placing, in position and binding all complete. Hot rolled deformed bars.Incluidng all carriage complete.	324	Kg	-	-

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 • 17.55 MB

Work Item Documents

BOQ_45244.xls

BOQ • 0.38 MB

Corrigendum Documents

Scan_20260519_111215.pdf

PDF • 3.00 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30cm & up to 1.5mte in depth, 1.5mtr in width as well as 10sqm on plan) including Disposal of excavated earth up to 1mtr from cutting edge, disposed earth to be leveled and neatly dressed.
1.01	All kind of soil 85%	10,534	Cum	-	-
1.02	Ordanary rock 10%	1,239.35	Cum	-	-
1.03	Hard Rock (B.P) 5%	619.68	Cum	-	-
2	Preparation and consolidation of sub grade with power road roller of R so 12 sonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc and re-rolling the sub grade and disposal of surplus earthwith lead upto 50metres.	1,214.8	Sqm	-	-
3	Providing and Laying good earth mixed with lime 12% and ramming compacting manually completed job.	190.8	Cum	-	-
4	Banking excavated carth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling cach 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 etc., lead upto 50 m and lift upto 1.5 m (excl, ramming with PRR and watering) All kinds of soil.	636	Cum	-	-
5	Providing and Laying HDPE sheet Pond Linner 300-500 micron incl. carriage and fixing of joints and overlaps etc complete job.	1,556	Sqm	-	-
6	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level 1:15:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)	6.48	Cum	-	-
7	Providing/fixing of Reinforcement for RCC work including straightening cutting, bending, placing, in position and binding all complete. Hot rolled deformed bars.Incluidng all carriage complete.	324	Kg	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30cm & up to 1.5mte in depth, 1.5mtr in width as well as 10sqm on plan) including Disposal of excavated earth up to 1mtr from cutting edge, disposed earth to be leveled and neatly dressed.

1.01

All kind of soil 85%

10,534

Cum

1.02

Ordanary rock 10%

1,239.35

Cum

1.03

Hard Rock (B.P) 5%

619.68

Cum

Preparation and consolidation of sub grade with power road roller of R so 12 sonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc and re-rolling the sub grade and disposal of surplus earthwith lead upto 50metres.

1,214.8

Sqm

Providing and Laying good earth mixed with lime 12% and ramming compacting manually completed job.

190.8

Cum

Banking excavated carth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling cach 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 etc., lead upto 50 m and lift upto 1.5 m (excl, ramming with PRR and watering) All kinds of soil.

636

Cum

Providing and Laying HDPE sheet Pond Linner 300-500 micron incl. carriage and fixing of joints and overlaps etc complete job.

1,556

Sqm

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement-All work up to plinth level 1:15:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources)

6.48

Cum

Providing/fixing of Reinforcement for RCC work including straightening cutting, bending, placing, in position and binding all complete. Hot rolled deformed bars.Incluidng all carriage complete.

324