J&K

To Be Opened

Works

Civil Works - Others

BOQ for 33 kV Line protection

JKSPDC

Karnah | Kupwara, Jammu And Kashmir

Amount: ₹10.5 LCloses: 20 May 2026Closed

Timeline

Published28 Apr 2026
Closed20 May 2026
Bid Opening21 May 2026

Tender Value

₹10.5 L

EMD Value

₹20,940

Closing Date

20 May 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

Executive Engineer ECD Karnah

Address

ECD Karnah

Work Description

Construction of Breast Walls

Tender Information

Tender ID

2026_SPDC_308932_1

Reference Number

ECDK/01 of 2026-27

Tender Type

Open Tender

Product Category

Civil Works - Others

Form of Contract

Item Wise

Location

Karnah

Source Website

Subscribe to view

Eligibility / Pre-Qualification

Please refer Tender documents.

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

CPAO Baramulla

EMD Fee Amount

₹20,940

EMD Fee Exemption Allowed

Yes

Important Dates

Last Activity

28 Apr 2026

Published

28 Apr 2026

Bid Opening

21 May 2026

Download Starts

28 Apr 2026

Download Ends

20 May 2026

Submission Starts

28 Apr 2026

Clarification Period

28 Apr 2026 - 15 May 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	-	-

Documents

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Tender Page Snapshot

details.html

html • 0.03 MB

NIT Documents

Tendernotice_1.pdf

PDF • 0.46 MB

Work Item Documents

BOQ_1000589.xls

BOQ • 0.34 MB

SBD.pdf

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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