Shipping Government Departments Closing in 14 days TDR #58281826

Tender For Replacement Of Existing Damaged Gates With New Gates At South Bank Of Lova Garden In Vpa (Bhel Gate/Dci Gate/Wet Basin Gate/Bb Jetty Gate) To Meet Security Concerns.

Issued by Government Departments · Visakhapatanam, Andhra Pradesh
Tender Value
15.24 Lakhs
Estimated cost
Bid Submission
20 Nov 2026
14 days left
EMD
30500
Bank guarantee accepted
Document Fee
472
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Visakhapatanam → Andhra Pradesh
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Replacement Of Existing Damaged Gates With New Gates At South Bank Of Lova Garden In Vpa (Bhel Gate/Dci Gate/Wet Basin Gate/Bb Jetty Gate) To Meet Security Concerns.

BOQ

Name of Work:- Replacement of existing damaged gates with new gates at South Bank of Lova garden in VPA (BHEL gate/DCI Gate/Wet Basin gate/BB jetty gate) to meet security concerns.
Sl. No. Item Description
1Earth work in excavation in all kinds of soil. 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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil, within a lead of 50 m etc., as required and as directed by Engineer-in-charge, complete.
2Supplying and Filling in plinth with manufactured sand derived from recycled concrete aggregate (RCA) under floors including watering,ramming,consolidating and dressing etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials.
3Providing and laying in position cement concrete of grade 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) excluding the of centering and shuttering -All works up to plinth level etc., as required and as directed by Engineer-in-charge, complete. All labour and materials.
4Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement Concrete work of M30 grade with minimum cement content of 350 kg /cum ; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, All works up to plinth level. All labour and materials. (Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.)
5Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement Concrete work of M30 grade with minimum cement content of 350 kg /cum; using coarseaggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, concrete. All works above plinth level upto floor V level. All labour and materials.(Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.)
6Providing 20 mm thick cement plaster of mix (1:4) : (1 cement:4 fine sand) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials.
7Steel reinforcement of Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials.
8Random rubble masonry with hard stone Cement mortar 1:6 (1 cement : 6 coarse sand) in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like etc., as required and as directed by the Engineer-in-charge, complete.
9Supplying of GI/Aluminium Sheet (0.8 mm thick) to site of work including loading, leading and unloading etc., as required and as directed by the Engineer-in-charge, complete.
10Filling 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 and for all lift etc., as required and as directed by Engineer-in-charge, complete.
11Steel work welded in built up sections/ framed work, in gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc., as required and as directed by Engineer-in-charge, complete. All labour and materials.
12Labour charges for fixing heavy iron grills/gates, trusses, stanchions, Heavy beams and girders erecting in position and fixing by using chain pulley blocks, Derek pole arrangements and cranes etc., complete in position as required and as directed by Engineer-in-charge.
13Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars etc., as required and as directed by the Engineer-in-charge complete. All labour and materials.
14Transportation of excavated earth up to a lead of 24 km including stacking, loading, unloading and levelling at the place of unloading etc., as required and as directed by Engineer-in-charge, complete.
15Transportation of building debris by mechanical transport up to a lead of 24 km including stacking , loading and unloading and levelling at the place of unloading etc., as required and as directed by Engineer-in-charge, complete.
16Demolishing stone rubble masonry in cement mortar manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead etc., as required and as directed by the Engineer-in-charge, complete.
17Painting with synthetic enamel paint two or more coats on new work of approved brand and manufacture to give an even shade etc., as required and as per directed by Engineer-in-charge, complete. All labour and materials.
18Finishing walls with Acrylic Smooth exterior paint of 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) of required shade etc., as required and as per directed by Engineer-in-charge, complete. All labour and materials.
19Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) all complete as per direction of Engineer-in-charge, All labour and materials.
20Structural steel fabrication work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer etc., as required and as directed by the Engineer-in-charge, complete. All labour and nmaterials but excluding of steel.
21Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead etc., as required and as directed by the Engineer-in-charge, complete.
22Providing Centering and shuttering including strutting, propping and removal of form for Foundations, footings, bases of columns for mass concrete etc., as required and as directed by the Engineer-in-charge, complete.
23Supply on hire of mobile crane of 8 to 10 T lifting capacity, truck mounted (or) hydraulic tyre including driver/ operator, fuel, lubricants, maintenance, mobilisation within site limits and all incidental charges required for safe lifting, shifting, loading, unloading and erection of materials, the existing damaged gates to handed over to General stores etc., as required and as directed by the Engineer-in-charge, complete.
24Supply of motor truck 9 T capacity i.e., lifting, loading, unloading and stacking the existing damaged gates to handed over to General stores etc., as required and as directed by the Engineer-in-charge, complete.
25Supply of Man Mazdoor / Women Mazdoor / Watchmen, Gangmen / Mazdoor (unskilled) to work in any site conditions etc., as required and as directed by the EIC complete.
26Writing sign boards on walls and concrete surface by scraping the existing surface finishing with approved colour synthetic enamel paint background white letterng red colour writing letyter of size 150 to 350mm etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials (At Kerb wall both sides i.e., land & seaside_ Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 58281826
AUTHORITY Government Departments
TENDER VALUE 15.24 Lakhs
LAST DATE 20-11-2026
Authority
Authority Name Visakhapatnam Port Trust
Work Description Tender for Replacement Of Existing Damaged Gates With New Gates At South Bank Of Lova Garden In Vpa (Bhel Gate/Dci Gate/Wet Basin Gate/Bb Jetty Gate) To Meet Security Concerns.
Basic Detail
Tender No IENG/CP/S.E (South)/T/196 Dt. 28.10.2026
Bidding Type Tender
Location
City Visakhapatanam
State Andhra Pradesh
Key Dates
Publish Date 29 Oct 2026
Submission Date 20 Nov 2026
Open Date 23 Nov 2026
Finance
Tender Value 15.24 Lakhs
Tender Fee 472
EMD 30500
Exemption Available
Document List
a10bff2b-624f-49b3-b1f4-9ae8655047c6.html
BOQ_345163.xls
Tendernotice_1.pdf

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Tender Timeline

Oct 29, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Nov 20, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 14 days
Nov 23, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 17 days

Tender Documents

Download All (ZIP) ↓
html

a10bff2b-624f-49b3-b1f4-9ae8655047c6.html

xls

BOQ_345163.xls

pdf

Tendernotice_1.pdf

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