Tender ID

eTenders

Technical Eval

Works

Civil Works

1/CD-II/BSNL/Kol/2026-27

Bharat Sanchar Nigam Limited (Govt of India Enterprise)

Ishapur | Kolkata, West Bengal

Amount: ₹3.2 LCloses: 22 Apr 2026Closed

Timeline

Published13 Apr 2026
Closed22 Apr 2026
Technical Evaluation27 Apr 2026
Award—

Bids

1 Bid27 Apr 2026

#	Company	Status
1	Shibam Udyog Accepted-Technical	Accepted-Technical Accept

Tender Value

₹3.2 L

EMD Value

₹6,419

Closing Date

22 Apr 2026, 6:00 pmClosed

Tender Inviting Organisation

Name

EE(C), CD-II

Address

O/o EE(C), CD-II, Burrabazar Telephone Exchange, 3rd Floor, Burrabazar Telephone Exchange, 148, C. R. Avenue Kol-7

Work Description

Construction of 2 nos 8 meter self supporting pole tower Cable Tray and other misc civil works at Mumty roof inside the campus of Metal and Steel Factory Ishapur

Tender Information

Tender ID

2026_BSNL_274635_1

Reference Number

1/CD-II/BSNL/Kol/2026-27

Tender Type

Open Tender

Product Category

Civil Works

Form of Contract

Works

Period of Work

45 days

Location

Ishapur

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

4 documents required · 4 mandatory

Fee/PreQual/Technical

RequiredCost of Bid Document and Earnest Money as per Tender documents (.pdf)

RequiredEligibility documents as per Tender documents (.pdf)

RequiredTechnical Bid (.pdf)

Finance

RequiredFinancial Bid (.xls)

Fee & Financial Details

Tender Fee Amount

₹590

Tender Fee Payable To

ACCOUNTS OFFICER (CASH), BSNL, CTD

EMD Fee Amount

₹6,419

Important Dates

Last Activity

27 Apr 2026

Published

13 Apr 2026

Bid Opening

24 Apr 2026

Download Starts

13 Apr 2026

Download Ends

22 Apr 2026

Submission Starts

13 Apr 2026

Bill of Quantities

Item RateBoQ_Ver3.0INR

BoQ1 (14 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Fabrication and providing structural steel work welded in built up section for self-supporting pole and platform with galvanized mild steel conforming to IS : 4759 with average mass of zinc coating 610 gms/sqm (approximately 85 microns )on RS joist, channels, bolts, angles, connecting plates, tubes, nuts and washers etc. as per design including cost of galvanizing and cutting the sections as per design, fabrication, welding etc. all complete as per direction of the Engineer-in-Charge. The rate shall include cost of all materials, labours, tools & plants, machinaries and carrying the material to the site including loading and unloading for all leads, taxes, duties and ancillary works in handling of the pole materials.
2Labour for Lifting of Galvanized Iron pole materials and other necessary tools and plants upto height of 20.0 metres (i.e.5 stories) through narrow passage like stair case etc or by rope of adequate strength from out side or any other means as directed by the Engineer-in-Charge, so as to errect the pole upto roof top.in-Charge so as to erect the pole at roof top.
2.01	8.0m Roof Top pole.	-	job	-	-
3Labour for erection of poles on roof top as per structural drawing and design all complete as per direction of the Engineer-in-Charge.
3.01	8.0 m Roof Top pole	-	job	-	-
4Painting of pole, platform, runway, post etc. with one coat APCONYL WP 636/Etch Primer of approved quality( 8 to 10 micron thick) one coat APCOMIN HB ZINC PHOSPHATE/Red Zinc Chromate Primer (35 micron thick) of approved quality and two coats of APCOMIN/High gloss synthetic enamel paint of approved quality (thickness of each coat being 25 micron) and this finish coat shall be alternate band of white and international orange shade as per aviation colour complete as per direction of the Engineer-in-Charge.
4.01	8.0 m Roof Topp pole.	-	job	-	-
5Providing 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, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor Five level, excluding the cost of centering, shuttering and finishing :
5.01	1:1½:3 (1 cement : 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).	-	Cum	-	-
6Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor Five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Technical Bid Opening

tech_bid_open.pdf

PDF

Technical Evaluation

tech_eval.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 • 0.36 MB

Work Item Documents

NIT1.pdf

Tender Documents • 2.84 MB

BOQ_320635.xls

BOQ • 0.28 MB

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Company

Shibam Udyog

Accepted-Technical

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1Fabrication and providing structural steel work welded in built up section for self-supporting pole and platform with galvanized mild steel conforming to IS : 4759 with average mass of zinc coating 610 gms/sqm (approximately 85 microns )on RS joist, channels, bolts, angles, connecting plates, tubes, nuts and washers etc. as per design including cost of galvanizing and cutting the sections as per design, fabrication, welding etc. all complete as per direction of the Engineer-in-Charge. The rate shall include cost of all materials, labours, tools & plants, machinaries and carrying the material to the site including loading and unloading for all leads, taxes, duties and ancillary works in handling of the pole materials.
2Labour for Lifting of Galvanized Iron pole materials and other necessary tools and plants upto height of 20.0 metres (i.e.5 stories) through narrow passage like stair case etc or by rope of adequate strength from out side or any other means as directed by the Engineer-in-Charge, so as to errect the pole upto roof top.in-Charge so as to erect the pole at roof top.
2.01	8.0m Roof Top pole.	-	job	-	-
3Labour for erection of poles on roof top as per structural drawing and design all complete as per direction of the Engineer-in-Charge.
3.01	8.0 m Roof Top pole	-	job	-	-
4Painting of pole, platform, runway, post etc. with one coat APCONYL WP 636/Etch Primer of approved quality( 8 to 10 micron thick) one coat APCOMIN HB ZINC PHOSPHATE/Red Zinc Chromate Primer (35 micron thick) of approved quality and two coats of APCOMIN/High gloss synthetic enamel paint of approved quality (thickness of each coat being 25 micron) and this finish coat shall be alternate band of white and international orange shade as per aviation colour complete as per direction of the Engineer-in-Charge.
4.01	8.0 m Roof Topp pole.	-	job	-	-
5Providing 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, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor Five level, excluding the cost of centering, shuttering and finishing :
5.01	1:1½:3 (1 cement : 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).	-	Cum	-	-
6Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor Five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1Fabrication and providing structural steel work welded in built up section for self-supporting pole and platform with galvanized mild steel conforming to IS : 4759 with average mass of zinc coating 610 gms/sqm (approximately 85 microns )on RS joist, channels, bolts, angles, connecting plates, tubes, nuts and washers etc. as per design including cost of galvanizing and cutting the sections as per design, fabrication, welding etc. all complete as per direction of the Engineer-in-Charge. The rate shall include cost of all materials, labours, tools & plants, machinaries and carrying the material to the site including loading and unloading for all leads, taxes, duties and ancillary works in handling of the pole materials.

2Labour for Lifting of Galvanized Iron pole materials and other necessary tools and plants upto height of 20.0 metres (i.e.5 stories) through narrow passage like stair case etc or by rope of adequate strength from out side or any other means as directed by the Engineer-in-Charge, so as to errect the pole upto roof top.in-Charge so as to erect the pole at roof top.

2.01

8.0m Roof Top pole.

job

3Labour for erection of poles on roof top as per structural drawing and design all complete as per direction of the Engineer-in-Charge.

3.01

8.0 m Roof Top pole

job

4Painting of pole, platform, runway, post etc. with one coat APCONYL WP 636/Etch Primer of approved quality( 8 to 10 micron thick) one coat APCOMIN HB ZINC PHOSPHATE/Red Zinc Chromate Primer (35 micron thick) of approved quality and two coats of APCOMIN/High gloss synthetic enamel paint of approved quality (thickness of each coat being 25 micron) and this finish coat shall be alternate band of white and international orange shade as per aviation colour complete as per direction of the Engineer-in-Charge.

4.01

8.0 m Roof Topp pole.

job

5Providing 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, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor Five level, excluding the cost of centering, shuttering and finishing :

5.01

1:1½:3 (1 cement : 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

Cum

6Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor Five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).