Tender For Special Repairs For Replacement Of Existing Fresh Water Supply Line Of Explosive Area Inside The Depot Area Of Nad Under Ge [U-Ii], Visakhapatnam
Tender Value
1.40 Crore
Estimated cost
Bid Submission
28 Aug 2026
2 days left
EMD
2.15 Lakhs
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Visakhapatanam → Andhra Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repairs For Replacement Of Existing Fresh Water Supply Line Of Explosive Area Inside The Depot Area Of Nad Under Ge [U-Ii], Visakhapatnam
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 21-Aug-2026 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 28-Aug-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in trenches not exceeding 1.5m wide and not exceeding 10 Sq.m on plan area and not exceeding 1.5m deep in Soft / Loose soil complete all as specified and as directed. |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25cm thick of excavated soil complete all as specified and as directed. Note: A deduction of 10% shall be made from total computed volume of filling to cater in bulk irrespective of machinery used for ramming. |
| 3 | Removal of excavated material [Soil] to a distance not exceeding 50m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed. |
| 4 | Taking up or down old unserviceable CI/ DI water pipe line of size 200mm dia including fittings complete all as specified and as directed. |
| 5 | Taking up or down old unserviceable CI/ DI water pipe line of size 150mm dia including fittings complete all as specified and as directed. |
| 6 | Taking up or down old unserviceable CI/ DI water pipe line of size 100mm dia including fittings complete all as specified and as directed. |
| 7 | M & L for cutting Cast iron/Ductile iron pipes of 200mm size and reducing to required length before laying complete all as specified and as directed. |
| 8 | Supplying ,laying and testing 200 mm bore Ductile Iron Pressure Pipes, Centrifugally Cast [Spun], Class \\"K-9\\" with Spigot and Socket ends conforming to IS - 8329 in standard lengths suitable for Push-On Rubber Gasket Jointing with inside Cement Mortar Lining and Black Bitumen external coating complete all as specified and as directed. |
| 9 | Supplying ,laying and testing 150 mm bore Ductile Iron Pressure Pipes, Centrifugally Cast [Spun], Class \\"K-9\\" with Spigot and Socket ends conforming to IS - 8329 in standard lengths suitable for Push-On Rubber Gasket Jointing with inside Cement Mortar Lining and Black Bitumen external coating complete all as specified and as directed. |
| 10 | Supplying ,laying and testing 100 mm bore Ductile Iron Pressure Pipes, Centrifugally Cast [Spun], Class \\"K-9\\" with Spigot and Socket ends conforming to IS - 8329 in standard lengths suitable for Push-On Rubber Gasket Jointing with inside Cement Mortar Lining and Black Bitumen external coating complete all as specified and as directed. |
| 11 | Supplying and fixing DI fittings such as bends [any type and angle], tapers any type [straight, bend, increasing, decreasing or double socket etc], sockets, tail pieces, connecting pieces, tee pieces, single branch, \\"Y\\" junction, double branch, cross, [all sockets or socket and spigot], collars, caps and plugs of size upto 150mm bore confirming to IS 9523-2000 complete all as specified and as directed. |
| 12 | Supplying and laying MS ERW Pipe, 200 mm bore, Heavy Grade, conforming to IS – 1239 including all fittings laid in trenches or laid in floors or fixed to walls and ceilings including testing complete all as specified and as directed. |
| 13 | Supplying and laying MS ERW Pipe, 150 mm bore, Heavy Grade, conforming to IS – 1239 including all fittings laid in trenches or laid in floors or fixed to walls and ceilings including testing complete all as specified and as directed. |
| 14 | S & F Sluice Valve, Cast Iron body, Stainless Steel Spindle, Gun Metal Rings including Wheel for operation, double Flanged and Drilled, 200 mm Dia, confirming to IS – 14846, Class PN –1.6, Non Rising Type, Long Body type including all Joints with Rubber Gasket and Jointing Materials, Bolts, Nuts, Washer complete all as specified and as directed. |
| 15 | S & F Sluice Valve, Cast Iron body, Stainless Steel Spindle, Gun Metal Rings including Wheel for operation, double Flanged and Drilled, 150 mm Dia, confirming to IS – 14846, Class PN –1.6, Non Rising Type, Long Body type including all Joints with Rubber Gasket and Jointing Materials, Bolts, Nuts, Washer complete all as specified and as directed. |
| 16 | S & F Sluice Valve, Cast Iron body, Stainless Steel Spindle, Gun Metal Rings including Wheel for operation, double Flanged and Drilled, 100 mm Dia, confirming to IS – 14846, Class PN –1.6, Non Rising Type, Long Body type including all Joints with Rubber Gasket and Jointing Materials, Bolts, Nuts, Washer |
| 17 | S & F Sluice Valve, Cast Iron body, Stainless Steel Spindle, Gun Metal Rings including Wheel for operation, double Flanged and Drilled, 80 mm Dia, confirming to IS – 14846, Class PN –1.6, Non Rising Type, Long Body type including all Joints with Rubber Gasket and Jointing Materials, Bolts, Nuts, Washer complete all as specified and as directed. |
| 18 | S & F Cast Iron Air valve with two air Outlets,conforming to IS 14845 of size 80 mm dia bore and fixing up in DI Water supply main of size 150mm/200mm dia complete all as specified and as directed. |
| 19 | S & F 90mm outer dia of pipe,ISI marked confirming to IS:15801, 3–layer PP–R Polypropylene random copolymer] concealed pipes of SDR 7.4 [PN–16] UV stabilised and anti microbial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings complete to walls, ceilings or in floors etc. including testing and dismantling old unserviceable GI/PVC pipe of any size complete all as specified and as directed. |
| 20 | S & F 75mm outer dia of pipe,ISI marked confirming to IS:15801, 3–layer PP–R Polypropylene random copolymer] concealed pipes of SDR 7.4 [PN–16] UV stabilised and anti microbial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings complete to walls, ceilings or in floors etc. including testing and dismantling old unserviceable GI/PVC pipe of any size complete all as specified and as directed. |
| 21 | S & F 63mm outer dia of pipe,ISI marked confirming to IS:15801, 3–layer PP–R Polypropylene random copolymer] concealed pipes of SDR 7.4 [PN–16] UV stabilised and anti microbial fusion welded having thermal stability for hot & cold water supply including all PP-R plain & brass threaded polypropylene random fittings complete to walls, ceilings or in floors etc. including testing and dismantling old unserviceable GI/PVC pipe of any size complete all as specified and as directed. |
| 22 | S & F PP-R Gate Valves [Brass Insert] suitable for 63 to 90mm outer dia complete all as specified and as directed. |
| 23 | Demolition of Cement Concrete in ground floors and Pavings for making trench for laying pipe/XLPE cable etc. including removing the debris from the site complete all as specified and as directed. |
| 24 | M & L for PCC 1:3:6, Type C-1, using 20 mm graded stone aggregate as in filling the paving/trenches/footpath etc. complete all as specified and directed. |
| 25 | S & F Reinforcement using High Strength Corrosion Resistant Deformed TMT Bars of Grade Fe–500D of 10mm dia and over, cut to length, bent to shape required including cranking, bending, spirally for hooping, hooking ends and binding with annealed mild steel wire not less than 0.9mm dia or securing with clips or welded complete all as specified and as directed. |
| 26 | M & L for reinforced cement concrete 1:2:4, Type B-0, using 12.5mm graded aggregate as in walls,retaining walls,basement walls,ballast walls and the like,any thickness,above top of footings including attached pilaster and buttresses complete all as specified and as directed. |
| 27 | Use and removal of steel formwork to sides of pillars, posts, struts, piers, columns and stanchions of any shape / cross section for fair finished surfaces of concrete complete all as specified and as directed. |
| 28 | M & L for brick work with subclass 'B' old size bricks, straight or curved on plan exceeding 6 m mean radius built in Cement Mortar 1:4 including 15mm thick rendering in cement mortar 1:4 complete all as specified and as directed. |
| 29 | S & F Mild Steel work conforming to Fe - 290, Grade E-165 as in Framed Brackets of Angles or Tees with web and flanges cut to shape, drilled and counter shank for screw including bending and welding angles as necessary, gusset plates riveting etc, not exceeding 10 Kg each bracket complete all as specified and as directed. |
| 30 | Construction of masonry valve chamber of size 1000mmx1000mmx1000mm (internal) with 200mm thick brickwork with Fly Ash Bricks in Cement Mortar 1:6 over 100mm thick foundation bed in PCC 1:4:8, type D-2 with 100mm offset, rendering internally and externally upto 15cm below GL in CM 1:4, 6mm thick MS cheet cover double leaf welded to 50x50x6mm MS angle iron frame fixed with hold fasts of suitable size fixed in PCC 1:2:4 coping 50mm thick, 20x6mm flat iron hinges with necessary locking arrangement including lock and key of standard brand, MS handle and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer to all the steel surfaces including excavation & earth work in any type of soil/rock, returning filling as required and disposal of surplus soil to a distance not exc 50m complete all as directed by the Engineer-in-Charge |
| 31 | Construction of masonry valve chamber of size 1200mmx1200mmx1200mm (internal) with 200mm thick brickwork with Fly Ash Bricks in Cement Mortar 1:6 over 100mm thick foundation bed in PCC 1:4:8, type D-2 with 100mm offset, rendering internally and externally upto 15cm below GL in CM 1:4, 6mm thick MS cheet cover double leaf welded to 50x50x6mm MS angle iron frame fixed with hold fasts of suitable size fixed in PCC 1:2:4 coping 50mm thick, 20x6mm flat iron hinges with necessary locking arrangement including lock and key of standard brand, MS handle and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer to all the steel surfaces including excavation & earth work in any type of soil/rock, returning filling as required and disposal of surplus soil to a distance not exc 50m complete all as directed by the Engineer-in-Charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 21, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Aug 28, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 2 daysAug 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysAug 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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