Tender For Laying Of Chilled Water Pipeline
Tender Value
14.64 Crore
Estimated cost
Bid Submission
05 Feb 2026
0 days left
EMD
27.28 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
atchutapuram → Andhra Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Laying Of Chilled Water Pipeline Supply Laying Installation Testing Of Underground Chilled Water Pipeline Works From Uc-1 Cap Towards Eastern And Western Side Of Campus To Cover Nearby Facilities Including Provision For Future Expansion At Barc (V) Atchutapuram Near Visakhapatnam.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 28-Jan-2026 | CORRIGENDUM 01 | Date | 05-Feb-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | SIT&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 thermocoleare provided that needs to be considered as scope of work. |
| 2 | Providing and laying design mix reinforced cement concrete of M30 Grade by weigh batchingusing 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 requiredetc. complete at alllevels in substructure/superstructure, roads, etc as per specifications & also including dewatering, if any, complete all as per drawings andtechnical specifications and as directed by the Engineer-in-Charge but excluding formwork, shuttering and steel reinforcement. |
| 3 | Providing and laying in position cement concrete of 1:3:6 (1 cement, 3 riverCoarse 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 perapproved drawings andtechnical 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. |
| 4 | Providing 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 wireincluding all labour charges, cost of cover blocks (in same grade of concrete) of various thicknesses and sizes etc. all as per drawings andtechnical specifications and as directed by the Engineer-in-Charge. |
| 5 | Providing 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 a priming coat of approved steel primer etc.complete all as per specifications,drawings and as directed by the Engineer in charge |
| 6 | Providing, centering ,shuttering Form work usingFilm 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 andtechnical specifications and as directed by the Engineer-in-Charge |
| 7 | Earth 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. |
| 8 | Filling 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. |
| 9 | Construction of Granular Sub base by providingmachine crushed graded material conforming to Grading V of Table 400-1 & physical requirements as per Table 400-2 of MORTH Fifth Revisionincluding spreading in uniform thickness with motor grader on prepared surface, mixingin a mechanical mix plantat 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 allas per drawings, specifications and as directed by the Engineer-In-charge. |
| 10 | Providing and laying crusher dustbedding below hume pipesand on sidespassing 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. |
| 11 | Providing 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. |
| 12 | 1200 mm Dia RCC Hume pipe class Np3 |
AI Tender Summary
Tender Timeline
Jan 28, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Feb 05, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedFeb 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 11, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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