Tender ID

Punjab

To Be Opened

Works

Civil Works

Estimate for Lining/Relining of outlet RD 15690/L of Akhara disty village Akara Distt Ludhiana

Department of Water Resources

RD 15690/L | Faridkot, Punjab

Amount: ₹35 LCloses: 21 Jul 20266 Apr 2026Closed

Timeline

Published26 Mar 2026
Pre-Bid Meeting30 Mar 2026
Closed21 Jul 20266 Apr 2026
Bid Opening21 Jul 20266 Apr 2026

Corrigenda

Corrigendum

20 updatesLatest on 7 Jul 2026Submission Ends:6 Apr 202621 Jul 2026

Date changes

Download Ends6 Apr 202621 Jul 2026Submission Ends6 Apr 202621 Jul 2026Bid Opening6 Apr 202621 Jul 2026

Tender Value

₹35 L

EMD Value

₹70,000

Closing Date

21 Jul 2026, 10:30 amClosed

Tender Inviting Organisation

Name

DE, Faridkot PWRMDC Division

Address

Faridkot PWRMDC Division

Work Description

Estimate for Lining/Relining of outlet RD 15690/L of Akhara disty village Akara Distt Ludhiana

Tender Information

Tender ID

2026_WR_164599_1

Reference Number

DNIT 06/2026

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Wise

Location

RD 15690/L

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

3 documents required · 3 mandatory

Fee/PreQual/Technical

Requiredcontractor documents and fee receipt (.pdf)

Requiredtechnical bid (.xls)

Finance

Requiredprice bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹590

EMD Fee Amount

₹70,000

Pre-Bid Meeting

Meeting Place

Faridkot PWRMDC Division

Important Dates

Last Activity

21 Jul 2026

Published

26 Mar 2026

Bid Opening

21 Jul 2026

Download Starts

26 Mar 2026

Download Ends

21 Jul 2026

Submission Starts

26 Mar 2026

Pre-Bid Meeting

30 Mar 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (0 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods (item 6.2 (a))
2Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods (item 6.2 (b))
3Dressing of New Earthwork (item6.3 (i))
4Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed (item 6.8 (b-i))
5Re-handling of earthwork recently executed (item 6.2 (a)-note II)
6Dag belling single kassi stroke minimum 7.5 cm depth (item 6.18 (a))
7Dismantling Brick Work in Cement (item 8.5 (b))
8Dressing of Bed and Preparation of Sub-grade for Lining (item 19.1)
9First Class Burnt Brick laid in 1:6 Cement Sand Mortar for Bed & Side walls (item 11.3 (i))
1010 mm thick Cement Plaster 1:4 on Side Walls (item 15.6-1.26)

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 • 0.95 MB

Work Item Documents

tech1.xls

Tender Documents • 0.05 MB

BOQ_333529.xls

BOQ • 0.33 MB

Corrigendum Documents

22corrigendum0626.pdf

PDF • 0.27 MB

21corrigendum0626.pdf

PDF • 0.27 MB

20corrigendum0626.pdf

PDF • 0.27 MB

19corrigendum0626.pdf

PDF • 0.27 MB

18corrigendum0626.pdf

PDF • 0.26 MB

17corrigendum0626.pdf

PDF • 0.26 MB

16corrigendum0626.pdf

PDF • 0.26 MB

15corrigendum0626.pdf

PDF • 0.26 MB

14corrigendum0626.pdf

PDF • 0.26 MB

13corrigendum0626.pdf

PDF • 0.26 MB

12corrigendum.pdf

PDF • 0.44 MB

11corrigendum0626.pdf

PDF • 0.26 MB

9corrigendum0626.pdf

PDF • 0.26 MB

8corrigendum.pdf

PDF • 0.44 MB

7corrigendum0626.pdf

PDF • 0.26 MB

5corrigendum0626.pdf

PDF • 0.28 MB

4corrigendum.pdf

PDF • 0.28 MB

3corrigendum0626.pdf

PDF • 0.28 MB

2corrigendum0626.pdf

PDF • 0.28 MB

1corrigendum0626.pdf

PDF • 0.26 MB

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Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods (item 6.2 (a))
2Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods (item 6.2 (b))
3Dressing of New Earthwork (item6.3 (i))
4Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed (item 6.8 (b-i))
5Re-handling of earthwork recently executed (item 6.2 (a)-note II)
6Dag belling single kassi stroke minimum 7.5 cm depth (item 6.18 (a))
7Dismantling Brick Work in Cement (item 8.5 (b))
8Dressing of Bed and Preparation of Sub-grade for Lining (item 19.1)
9First Class Burnt Brick laid in 1:6 Cement Sand Mortar for Bed & Side walls (item 11.3 (i))
1010 mm thick Cement Plaster 1:4 on Side Walls (item 15.6-1.26)

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods (item 6.2 (a))

2Earthwork Undressed with combined Lead upto 15 mtr. including Breaking of clods (item 6.2 (b))

3Dressing of New Earthwork (item6.3 (i))

4Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed (item 6.8 (b-i))

5Re-handling of earthwork recently executed (item 6.2 (a)-note II)

6Dag belling single kassi stroke minimum 7.5 cm depth (item 6.18 (a))

7Dismantling Brick Work in Cement (item 8.5 (b))

8Dressing of Bed and Preparation of Sub-grade for Lining (item 19.1)

9First Class Burnt Brick laid in 1:6 Cement Sand Mortar for Bed & Side walls (item 11.3 (i))

1010 mm thick Cement Plaster 1:4 on Side Walls (item 15.6-1.26)