Bharat Sanchar Nigam Limited Tender
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Bharat Sanchar Nigam Limited - BSNL Tender
Civil And Construction
Eprocure
Opening Date26 May 2025
Closing Date11 Jun 2025
Tender Amount₹ 13,99,664
Costs
EMD
₹ 28,000Document Cost
₹ 590Tender Fee
Refer Documents
Summary
Construction Of 40 M Gbt Foundation, Including Dg And Odbts Plinths, Erection Of Tower In Bsnl Compound At Anandapuram, Visakhapatnam (by Dismantling Existing 40 M Gbt Including Foundations At Saripalli)
Description
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Contact
Tender Id
2025_BSNL_236511_1Tender No
07/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 40 m GBT Foundation, including DG and ODBTS Plinths, Erection of Tower in BSNL Compound at ANANDAPURAM, VISAKHAPATNAM (by Dismantling existing 40 M GBT including Foundations at SARIPALLI)
Construction of 40 m GBT Foundation, including DG and ODBTS Plinths, Erection of Tower in BSNL Compound at ANANDAPURAM, VISAKHAPATNAM (by Dismantling existing 40 M GBT including Foundations at SARIPALLI)
BOQ Items
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All kinds of soil.
10
196
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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.
200
196
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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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All kinds of soil.
100
196
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
6
196
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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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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)
6
196
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1:3:6 (1 Cement : 3 coarse sand(zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources).
16
196
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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
196
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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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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)
15.5
196
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Centering and shuttering including strutting, propping etc. and removal of form for :
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Foundations, footings, bases of columns, etc. for mass concrete
30
196
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Lintels, beams, plinth beams, girders, bressumers and cantilevers
20
196
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Columns, Pillars, Piers, Abutments, Posts and Struts
20
196
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
2000
196
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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).
45
196
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
200
196
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Finishing walls with Acrylic Smooth exterior paint of required shade :
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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)
40
196
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
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Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
1
196
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Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
16
196
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Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
17
196
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Making 150 mm nominal diameter bore holesat various locationsof Proposed building/structures in all types of soils using suitable approved method of boring bymanual augering up to 3.0 mts depth , Drilling in soil and performing standard penetration test (2.5 mts & 3.0 mts and collecting disturbed sample (1 mTS) , Iinclusive of reporting charges etc ., complete as directed by Engineer in charge.
1
196
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Labour charges for orienting and fixing assembly of 8 nos -36mm 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 32 numbers anchor bolts shall be oriented and fixed for each tower as per drawings of Genetic requirements No. GR TWR - 11/01 Dec. 2004. Rate includes cost of necessary scaffolding arrangement etc all complete as directed by the Engineer-in-charge
1
196
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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 - 11/01 Dec. 2004 along with amendments 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 10 MT) ( Rs 10,000/- will be with held for acceptance of AT and will be released after completion of AT)
1
196
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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 10.00 MT)
1
196
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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 10.00 MT)
1
196
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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 10.00 MT)
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a)Two or more coats on new work.
1
196
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Structural steel work reveted, bolted or welded in build up sections, trusses and framed work, including cutting hoisting, fixing in position with glavanized steel sections consisting of Angles, flats, plates, nuts and bolts of all sizes fabricated as per approved drawings in gratings, frames and similar locations. The galavanising shall be as per IS: 4759 with avaerage 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. etc., all complete as directed by the Engineer- in- Charge.
575
196
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Painting two or more coats with high gloss syntetic enamel paint of approved brand and colour over one coat of Eitch primer (BISON wash primer or equivelent) 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/ builtup assembly such as Horizontal gantry, posts etc.
125
196
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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.
150
196
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Providing at site 32 Nos of high tensile steel Anchor bolts 36 mm dia 900 mm long with 150 mm thread lengh and 200 mm length galvanisation including threading portion with necessary 80x80x6 mm plate welded at 6 cm above from untreaded end including Nut along with lock nut and a square washer of 80 x80x6 mm for each Anchor bolt as per TEC Drg No 08 Dated24.01.2024 and as per directions of Engineer in charge
275
196
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Credit for taking away unserviceable Galvanised steel recovered from tower Dismantling and dismembering etc., as per the directions of the Engineer -in-charge.
250
196
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Demolishing OD BTS and DG Plinths of size upto 3.45 m x 2.75 m x 0.60 m ( including upto 0.45m depth below the ground level) of CC/RCC/Brick/RR masonry by manual or mechanical means and disposal of unserviceable material/rubbish and stacking the serviceable material at the site all complete as directed by the Engineer - in - charge etc., complete
2
196
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Dismantling of 40 M four legged angular tower at SARIPALLI consisting the Components viz, angular legs, bracings,plates ,pipes, cable tray, horizonal gantry of about 8 M length, climbing ladder, safety rings, platforms with railing, bolts,nuts, plain and spring washers including marking & stacking of the material as per the dispatch list at site or at the time of handing over at BSNL Stores complete as per the directions of the Engineer - in - charge. (Note: Rate includes cost of all operations involved in hoisting and dismantling of tower including hire and labour charges of tools, plants and machineries all insurance, safety provision & insurance to the labour etc., all complete and nothing extra will be paid).
1
196
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Dismantling of lightening conductor, aviation lamp fittings,Antennae fixtures etc., complete as per the directions of Engineer-in-charge. (Stacking and packing the same to avoid damage during transportation)
8
196
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Credit for taking away unserviceable steel reinforcement recovered from tower during dismantling of tower stems, tie beams, OD BTS and DG Plinths as per the directions of the Engineer -in-charge.
1200
196
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Dismembering the wire mesh cage of OD BTS along with GI sheet roofing and stacking the serviceable material & disposing the unserviceable material including loading and unloading charges etc., complete as directed by the Engineer - in - charge.
1
196
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Sorting of tower material at site required for erection of 40 mtrs GB tower in orderely manner as per bill of materials/ erection drawings No. GR TWR - 11/01 Dec. 2004 along with amendments 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 Segretation of Tower material.
1
196
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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 shal 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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a)With in the lead of 20.00km
1
196
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b)Extra over above item for transportation beyond the lead of 20.00km
10
196
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