Power Boards / Undertakings / PSU Closing in 33 days TDR #56478799

Tender For Supply Laying Installation Testing Of Underground Chilled Water Supply Line Alongside Of C- Road Towards Western Side Of Main Site, Barc (V), Atchutapuram, Near Visakhapatnam.

Issued by Boards / Undertakings / PSU · Visakhapatanam, Andhra Pradesh
Tender Value
14.27 Crore
Estimated cost
Bid Submission
27 Aug 2026
33 days left
EMD
26.84 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online

Tender Overview

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

Project Description

Tender for Supply Laying Installation Testing Of Underground Chilled Water Supply Line Alongside Of C- Road Towards Western Side Of Main Site, Barc (V), Atchutapuram, Near Visakhapatnam.

BOQ

Name of Work:- Supply laying installation testing of underground chilled water supply line alongside of C- road towards western side of main site, BARC (V), Atchutapuram, near Visakhapatnam.
Sl. No. Item Description
1SIT&C of under ground MS (Mild steel) chilled water pipe along with THERMOCOLE insulation, (chilled water pipe Nominal Dia -600mm, Thickness 9.5mm). For this item separate General & Specific specification, specification for thermocole are provided that needs to be considered as scope of work.
2SIT&C of \\"Resilient Seated Soft Sealing\\" Gate Valves (Sluice Valves) of 600 mm NB with Body and Bonnet of Ductile Iron and Wedge fully Rubber Lined with food grade quality grade EPDM, The Valves should be Vacuum tight and 100% leak proof with face to face dimensions as BS:5163 Type A/IS:14846. All the valves should be with fusion bonded Electrostatic Powder coating both inside and outside (Min 250 Microns). Pressure rating should be min PN 1.6 (MPa). suitable shaft extention with geared arrangement for operation of buried valve should be provided from over ground side. TF quality thermocole insulation with mortar lining shall be provided
3SIT&C of 150mm size kinematic air valve with flange end. Ductile iron body. PN16 pressure rating
4Providing and laying design mix reinforced cement concrete of M30 Grade by weigh batching using graded stone aggregate of 20mm max. size and coarse river sand/ crushed stone sand of approved quality including admixtures of approved Brand and quality, including handling & transportation, scaffolding, mechanical mixing, placing to required location by hoisting and / or pumping & mechanical vibration, consolidation, finishing, curing, hacking of concrete surfaces wherever required etc. complete at all levels in substructure/superstructure, roads, etc as per specifications & also including dewatering, if any, complete all as per drawings and technical specifications and as directed by the Engineer-in-Charge but excluding formwork, shuttering and steel reinforcement.
5Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 river Coarse river sand/ crushed stone sand, 6 graded stone aggregate of maximum size 20 mm) at all elevations including consolidation, finishing curing etc. complete all as per approved drawings and technical specifications and as directed by the Engineer-in-Charge but excluding the cost of form work shuttering, centering all as directed by Engineer-in-charge.
6Providing Reinforcement steel of all diameters for reinforced cement concrete at all levels. including supplying, preparation of bar bending schedules, cutting, bending, transporting to all elevations, placing and keeping in positions, all leads, fixing, tieing with 1.2 mm dia annealed GI coated binding wire including all labour charges, cost of cover blocks (in same grade of concrete) of various thicknesses and sizes etc. all as per drawings and technical specifications and as directed by the Engineer-in-Charge.
7Providing Structural steel work using angles,plates, channels,joists, tubular and other sections,welded and/or bolted inbuilt up sections for trusses,structural steel floors, frameworks, monorails and other structures including supplying, cutting, welding, fabricating, hoisting, fixing in position,applying two coats of priming coat of approved steel primer followed by 2 coats of epoxy coating etc.complete all as per specifications,drawings and as directed by the Engineer in charge
8Providing, centering ,shuttering Form work using Film faced plywood to get a neat form finish surface for all types of structures including necessary strutting, steel/timber framework, steel proping, staging, supports etc and deshuttering the same after the specified time all as per drawings and technical specifications and as directed by the Engineer-in-Charge
9Earth work Excavation for trenches/pedestals of required width not more than 1.5 m and depth up to 2 m from average gound level for RCC/MS/other pipes, RCC trenches, etc. in all types of soils / murrum etc. (except soft and hard rock) by mechanical/mannual means including dressing the sides of trenches, ramming of bottoms, including shoring, strutting and dewatering and refilling after installation of pipes, arround RCC trenches with selected excavated earth in layers of not more than 250 mm thick, each layer well rammed and consolidated including disposing the surplus earth within a distance of 200 m all as per specifications and as directed by the Engineer-in-charge.
10Filling of areas with gravel/Murrum brought from outside BARC sources, for embankment, below pipelines, pedestals, around building etc., including loading, transporting, unloading, removal of organic matter/roots/plastic/ all kinds of vegetation/small shrubs, etc., breaking of lumps and spreading in layers maximum compacted thickness of 250mm thick with suitable Earth rammers/vibro roller to achieve a minimum of 90% proctor density at optimum moisture content with all lifts, bailing/ pumping out of water to keep the site dry while backfilling, etc. complete all as per drawings and Technical specifications and as directed by the Engineer-in-Charge.Notes: 1. All necessary tests shall be conducted as per QAP and rate quoted shall include all tests.2. The rates are applicable for the net quantities arrived as per the actual difference in levels jointly taken by the department and the contractor after compaction of the earth as mentioned in the item description. .3. The rates quoted shall include all senorage, mining charges etc.4. The gravel shall be procured from approved sources.
11Construction of Granular Sub base by providing machine crushed graded material conforming to Grading V of Table 400-1 & physical requirements as per Table 400-2 of MORTH Fifth Revision including spreading in uniform thickness with motor grader on prepared surface, mixing in a mechanical mix plant at OMC and compacting with vibratory roller to achieve the desired density complete as per specification etc. including cost and conveyance of all materials of specified sizes, seigniorage charges, water etc. to site, labour charges for all operations, hire and operational charges of power roller and other T&P all taxes etc. complete all as per drawings, specifications and as directed by the Engineer-In-charge.
12Providing and laying crusher dust bedding below hume pipes and on sides passing through 5.6mm seive or any other places as complete all as per drawings, specification and as directed by Engineer-In-charge. Cost including supply of materials and labour.
13Providing and layingn on pressure NP3 class RCC Hume pipes of approved make, with collars jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and as per the approved drawings and specifications and as directed by the Engineer-in-charge including testing of joints etc.
141200 mm Dia RCC Hume pipe class Np3 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56478799
AUTHORITY Boards / Undertakings / PSU
TENDER VALUE 14.27 Crore
LAST DATE 27-08-2026
Authority
Authority Name Bhabha Atomic Research Centre
Work Description Tender for Supply Laying Installation Testing Of Underground Chilled Water Supply Line Alongside Of C- Road Towards Western Side Of Main Site, Barc (V), Atchutapuram, Near Visakhapatnam.
Basic Detail
Tender No BARC (V)/TQS (M)/Chilled Water Pipe/22 Dated 13.07.2026
Bidding Type Tender
Location
City Visakhapatanam
State Andhra Pradesh
Key Dates
Publish Date 15 Jul 2026
Submission Date 27 Aug 2026
Open Date 10 Sep 2026
Finance
Tender Value 14.27 Crore
Tender Fee Ref. Documents
EMD 26.84 Lakhs
Exemption Not Available
Document List
BOQ_964150.xls
efd01508-fef1-46b2-9d0d-fdfd39efd793.html
FORMSATOH22.xls
tenderdocument.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 15, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 27, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 33 days
Sep 10, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 47 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_964150.xls

html

efd01508-fef1-46b2-9d0d-fdfd39efd793.html

xls

FORMSATOH22.xls

pdf

tenderdocument.pdf

pdf

Tendernotice_1.pdf

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