Bharat Sanchar Nigam Limited Tender
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Bharat Sanchar Nigam Limited - BSNL Tender
Civil And Construction
Building Construction
Eprocure
Opening Date8 May 2025
Closing Date21 May 2025
Tender Amount₹ 13,36,015
Costs
EMD
₹ 26,730Document Cost
₹ 590Tender Fee
Refer Documents
Summary
Construction Of 40m Nb Lw Gb Tower Foundation, Including, Erection, Horizontal Gantry At Hill Top, Anandapuram, Visakhapatnam For Ap Police Department
Description
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Contact
Tender Id
2025_BSNL_234705_1Bid Award Id
ViewTender No
03/CD/VM/2025-26Tender Authority
Bharat Sanchar Nigam Limited ViewPurchaser Address
-Website
http://https://www.bsnl.co.in/
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Documents
Construction of 40M NB LW GB Tower Foundation, including, erection, horizontal gantry at Hill top, Anandapuram, Visakhapatnam for AP Police Department
Construction of 40M NB LW GB Tower Foundation, including, erection, horizontal gantry at Hill top, Anandapuram, Visakhapatnam for AP Police Department
BOQ Items
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A) Ordinary rock
45
196
8833.5
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B) Hard rock (blasting prohibited)
45
196
8833.5
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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
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-
-
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A) All kinds of soil.
1.5
196
294.45000000000005
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
45
196
8833.5
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Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials.
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-
-
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A) All kinds of soil.
35
196
6870.5
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B) Ordinary or hard rock.
35
196
6870.5
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
3.5
196
687.0500000000001
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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-
-
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A) 1:2:4 (1 cement : 2 coarse sand(zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
1.5
196
294.45000000000005
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B) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
3.5
196
687.0500000000001
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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 :
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-
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A) 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
37
196
7263.1
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Centering and shuttering including strutting, propping etc. and removal of form for :
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-
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A) Foundations, footings, bases of columns, etc. for mass concrete
30
196
5889
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B) Lintels, beams, plinth beams, girders, bressumers and cantilevers
6
196
1177.8000000000002
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C) Columns, Pillars, Piers, Abutments, Posts and Struts
23
196
4514.900000000001
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
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-
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A) Thermo-Mechanically Treated bars of grade Fe-500D or more.
2950
196
579085
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Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand).
18
196
3533.4
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Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in:
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-
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A) Cement mortar 1:6 (1 cement : 6 coarse sand)
1
196
196.3
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12 mm cement plaster of mix :
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-
-
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A) 1:6 (1 cement: 6 fine sand)
4
196
785.2
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15 mm cement plaster on the rough side of single or half brick wall of mix :
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-
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A) 1:6 (1 cement: 6 fine sand)
5
196
981.5
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Finishing walls with Acrylic Smooth exterior paint of required shade :
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-
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A) New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
30
196
5889
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Labour charges for orienting and fixing assembly of 9 nos -32mm dia anchor bolts in each of the 4 legs/pedestals of tower with the help of template, base plate and other base arrangemnets. A total of 36 numbers anchor bolts shall be oriented and fixed for each tower as per drawings of Genetic requirements No. GR TWR - 04/01 Dec. 2000. Rate includes cost of necessary scaffolding arrangement etc all complete as directed by the Engineer-in-charge (Base plate and Anchor bolts will be supplied by the Department)
1
196
196.3
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Labour for hoisting, fixing and erection of 40 mtrs height Ground based structural steel Tower as per approved Generic requirements No. GR TWR- 04/01 Dec. 2000 along with amendment dt. 29.06.2005 with all its necessary components viz climbing ladder, platforms with railing and fixing with bolts, nuts, plain and spring washers. Cost includes necessary welding and alternation of any mismatching holes to the members wherever required complete in all respect as per drection of the Engineer in-charge ( Note:- Rate includes cost of all operations involved in hoisting and erection of tower including hire and labour charges of tools, plants and machinerires, all insurnace, safety privison, acceptance testing etc., all complete and nothing extra will be paid) Tower material( Weight about 9.50 MT) ( Rs 10,000/- will be with held for acceptance of AT and will be released after completion of AT)
1
196
196.3
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Applying priming coat with one coat of BISON HB Zinc Phosphate primer or equivalent of approved brand and manufacture for 40m tower ( weight about 9.50MT)
1
196
196.3
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Applying priming coat with one coat of Etch primer ( BISON wash primer or equivalent) approved brand and manaufacture for 40m tower (weight about 9.50MT)
1
196
196.3
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Painting with High glass synthetic enamel paint of approved brand and manufacture to give an even shade for 40m tower (Weight about 9.50MT) a)Two or more coats on new work.
1
196
196.3
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Sorting of tower material at site required for erection of 40 mtrs GB tower in orderly manner as per bill of materials/ erection drawings No. GR TWR-04/01 Dec. 2000 from a lot of material of one tower and listing out the missing material, if any complete as directed by the Engineer-in-charge. (Payment under this item shall be made only once for a tower material) Note : Payment under this item shall not be made if payment is made under the item of Segregation of Tower material.
1
196
196.3
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Structural steel work riveted, bolted or welded in build up sections, trusses and framed work, including cutting hoisting, fixing in position with galvanized steel sections consisting of Angles, flats, plates fabricated as per approved drawings in gratings, frames and similar locations. The galvanizing shall be as per IS: 4759 with average mass of zinc coating of 610gm/sqm (Approximately 85 micron). The steel sections shall be of M.S. grade 'A' as per IS: 2062. Cost of galvanization is inclusive. The payment shall be made as per the standard structural steel tables for the bare steel sectional weights. All complete as directed by the Engineer- in- Charge.
250
196
49075
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Painting two or more coats with high gloss synthetic enamel paint of approved brand and colour over one coat of Eitch primer (BISON wash primer or equivalent) and second cot of BISON HB Zinc phosphate primer or equivalent of approved brand and colour to give an even shade to additional steel section/ members/ built-up assembly such as Horizontal gantry, posts etc.
250
196
49075
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Providing and fixing GI pipe of any size with ISI mark including transportation, cutting, hoisting, erection in position for Antena Mount etc., complete at all height as directed by the Engineer-in-charge.
250
196
49075
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Mechanical transportation of tower members comprising MS angles , flats , plates, pipes nuts and bolts etc of varying sizes and lengths from specified place to work site. The entire lot of tower members shall be transported in a single lot . The Job includes cost of collection of all members with required lead, loading and unloading and depositing the tower members at the desired location complete as per directions of Engineer -in-charge. (Nothing extra shall be paid over and above the rate on any account).
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-
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A) With in the lead of 20.00km
1
196
196.3
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A) Extra over above item for transportation beyond the lead of 20.00km
80
196
15704
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