J&K

Technical BO

Works

Civil Works

Protection of 33 kV Karnah Evacuation Line

JKSPDC

Karnah | Kupwara, Jammu And Kashmir

Amount: ₹10.5 LCloses: 11 Jun 2026Closed

Timeline

Published5 Jun 2026
Closed11 Jun 2026
Technical Evaluation15 Jun 2026
Award—

Bids

3 Bids12 Jun 2026

#	Company	Status
1	ABDUL AHAD BUDOO Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical
2	BASHIR AHMAD BHAT Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical
3	YOUNIS AHMAD BHAT Admitted-Fee/PreQual/Technical	Admitted-Fee/PreQual/Technical

Tender Value

₹10.5 L

EMD Value

₹20,940

Closing Date

11 Jun 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer ECD Karnah

Address

ECD Karnah

Work Description

Protection of 33 kV Line at Karnah by way of construction of Breast Walls for 33 kV Poles

Tender Information

Tender ID

2026_SPDC_308932_3

Reference Number

ECDK/01 of 2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Item Wise

Period of Work

90 days

Location

Karnah

Source Website

Subscribe to view

Eligibility / Pre-Qualification

All Civil Contractors

Documents Required

2 documents required · 2 mandatory

Fee/PreQual/Technical

RequiredSBD for protection of 33 kV Evacuation line (.pdf)

Finance

RequiredBOQ_of_Protection_of_33kV_Line (.xls)

Fee & Financial Details

Tender Fee Amount

₹300

Tender Fee Exemption Allowed

Yes

Tender Fee Payable To

Convener, purchase committee, Directorate of ISM

EMD Fee Amount

₹20,940

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

12 Jun 2026

Published

5 Jun 2026

Bid Opening

12 Jun 2026

Download Starts

5 Jun 2026

Download Ends

11 Jun 2026

Submission Starts

6 Jun 2026

Clarification Period

5 Jun 2026 - 10 Jun 2026

Bill of Quantities

Item RateBoQ_Ver4.0INR

BoQ1 (7 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plain, including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out excavated earth and disposal of surplus excavated earth 1 meter from cutting edge: All kinds of soil: B/W slope cutting 1x3x1.4x2.5=10.5 T-cutting 1x3x1.4x0.6=2.52 Total=13.02cum Total for 1 breast wall = 13.02 CuM Total for 11 breast walls = 11x13.02 = 143.22 CuM
2	P/L of Stone soling (H/P) B/W 1x3x1.3x0.15=0.59 Backfilling 0.5x3x0.6x1.5=1.35 Total=1.94cum Total for 1 breast wall = 1.94 CuM Total for 11 breast walls = 11x1.94 = 21.34 CuM	1	CuM	-	-
3	Providing and laying in position plain cement concrete of specified grade including curing but excluding cost of centering and shuttering: All works upto plinth work 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) B/W 1x3x1.3x0.5=1.95cum Total for 1 breast wall = 1.95 CuM Total for 11 breast walls = 11x1.95 = 21.45 CuM	1	CuM	-	-
4	Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) B/W-B/G 1x3x1.3x0.2=0.78 B/W-A/G 1x3x(1.3+0.9)/2=6.3 Total =7.08 Total for 1 breast wall = 7.08 CuM Total for 11 breast walls = 11x7.08 = 77.88 CuM	1	CuM	-	-
5	Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters, Buttresses, plinth and string course fillets, kerbs and steps etc. B/W 1x2x5.013=10.03 Total for 1 breast wall = 10.03 sqM Total for 11 breast walls = 11x10.03 = 110.33 sqM	1	sqM	-	-
6P/L of weep holes of weather resistant material like PVC etc. typically 50mm to 150mm in diamater at a spacing of 1 to 1.5m, extending through full thickness of wall
7Carriage of materials from the approved sources to work site by mechnical Transport
7.1	Sand for an average lead of 10 Km(locally)	1	CuM	-	-
7.2	Aggregate for an average lead of 10 Km	1	CuM	-	-
7.3	Cement for an average lead of 80 Km	-	MT	-	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.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 • 0.46 MB

Work Item Documents

SBD_Protection33kVLine.pdf

Tender Documents • 1.71 MB

BOQ_1009071.xls

BOQ • 0.29 MB

Ready to Participate?

Download all tender documents and submit your bid

Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .

Loading…

Company

ABDUL AHAD BUDOO

Admitted-Fee/PreQual/Technical

BASHIR AHMAD BHAT

Admitted-Fee/PreQual/Technical

YOUNIS AHMAD BHAT

Admitted-Fee/PreQual/Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plain, including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out excavated earth and disposal of surplus excavated earth 1 meter from cutting edge: All kinds of soil: B/W slope cutting 1x3x1.4x2.5=10.5 T-cutting 1x3x1.4x0.6=2.52 Total=13.02cum Total for 1 breast wall = 13.02 CuM Total for 11 breast walls = 11x13.02 = 143.22 CuM
2	P/L of Stone soling (H/P) B/W 1x3x1.3x0.15=0.59 Backfilling 0.5x3x0.6x1.5=1.35 Total=1.94cum Total for 1 breast wall = 1.94 CuM Total for 11 breast walls = 11x1.94 = 21.34 CuM	1	CuM	-	-
3	Providing and laying in position plain cement concrete of specified grade including curing but excluding cost of centering and shuttering: All works upto plinth work 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) B/W 1x3x1.3x0.5=1.95cum Total for 1 breast wall = 1.95 CuM Total for 11 breast walls = 11x1.95 = 21.45 CuM	1	CuM	-	-
4	Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) B/W-B/G 1x3x1.3x0.2=0.78 B/W-A/G 1x3x(1.3+0.9)/2=6.3 Total =7.08 Total for 1 breast wall = 7.08 CuM Total for 11 breast walls = 11x7.08 = 77.88 CuM	1	CuM	-	-
5	Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters, Buttresses, plinth and string course fillets, kerbs and steps etc. B/W 1x2x5.013=10.03 Total for 1 breast wall = 10.03 sqM Total for 11 breast walls = 11x10.03 = 110.33 sqM	1	sqM	-	-
6P/L of weep holes of weather resistant material like PVC etc. typically 50mm to 150mm in diamater at a spacing of 1 to 1.5m, extending through full thickness of wall
7Carriage of materials from the approved sources to work site by mechnical Transport
7.1	Sand for an average lead of 10 Km(locally)	1	CuM	-	-
7.2	Aggregate for an average lead of 10 Km	1	CuM	-	-
7.3	Cement for an average lead of 80 Km	-	MT	-	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plain, including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out excavated earth and disposal of surplus excavated earth 1 meter from cutting edge: All kinds of soil: B/W slope cutting 1x3x1.4x2.5=10.5 T-cutting 1x3x1.4x0.6=2.52 Total=13.02cum Total for 1 breast wall = 13.02 CuM Total for 11 breast walls = 11x13.02 = 143.22 CuM

P/L of Stone soling (H/P) B/W 1x3x1.3x0.15=0.59 Backfilling 0.5x3x0.6x1.5=1.35 Total=1.94cum Total for 1 breast wall = 1.94 CuM Total for 11 breast walls = 11x1.94 = 21.34 CuM

CuM

Providing and laying in position plain cement concrete of specified grade including curing but excluding cost of centering and shuttering: All works upto plinth work 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40 mm nominal size) B/W 1x3x1.3x0.5=1.95cum Total for 1 breast wall = 1.95 CuM Total for 11 breast walls = 11x1.95 = 21.45 CuM

CuM

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) B/W-B/G 1x3x1.3x0.2=0.78 B/W-A/G 1x3x(1.3+0.9)/2=6.3 Total =7.08 Total for 1 breast wall = 7.08 CuM Total for 11 breast walls = 11x7.08 = 77.88 CuM

CuM

Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters, Buttresses, plinth and string course fillets, kerbs and steps etc. B/W 1x2x5.013=10.03 Total for 1 breast wall = 10.03 sqM Total for 11 breast walls = 11x10.03 = 110.33 sqM

sqM

6P/L of weep holes of weather resistant material like PVC etc. typically 50mm to 150mm in diamater at a spacing of 1 to 1.5m, extending through full thickness of wall

7Carriage of materials from the approved sources to work site by mechnical Transport

7.1

Sand for an average lead of 10 Km(locally)

CuM

7.2

Aggregate for an average lead of 10 Km

CuM

7.3

Cement for an average lead of 80 Km