Tender For Repair/Maintenance To Storm Water Drains, Culverts, Area Drainage, Drain Covers And Certain Civil Works At Area C, D, E & Das At Naval Dockyard Visakhapatnam Under Ge(I) Dm Visakhapatnam
Tender Value
1.05 Crore
Estimated cost
Bid Submission
02 Nov 2026
2 days left
EMD
1.80 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 Repair/Maintenance To Storm Water Drains, Culverts, Area Drainage, Drain Covers And Certain Civil Works At Area C, D, E & Das At Naval Dockyard Visakhapatnam Under Ge(I) Dm Visakhapatnam
BOQ
| Sl. No. | Item Description |
| 1 | Demolition of brick work or stone / boulder masonry built in cement mortar including removal of debries outside of Dockyard premises complete all as specified and directed. |
| 2 | M&L for pre cast cement concrete type 1:3:6 type C-2 (20mm graded stone aggregate) block masonry with solid blocks exc 10 cm in width and setting in cement mortar 1:4 complete all as specified and directed. |
| 3 | Dismantling of paver block of any description and removing debris outside from the dockyard premises all as specified and directed |
| 4 | M&L for Re-fixing of interlocking paver block (Material obtain from Item No-9) with grey cement and pigment any shape and size , laid over sand cushioning complete all as specified and directed. |
| 5 | M&L for 50mm thick sand filling under floor or in foundation including watering consolidation complete all as specified and directed. |
| 6 | M&L for machine pressed precast cement concrete interlocking paver block with grey cement and pigment any shape and size of 60mm thickness , M-35 graded laid over sand cushioning complete all as specified and directed. |
| 7 | Demolition of cement concrete in ground floors and pavings/ drain bedding not exceeding 15 cm thickness (below or above ground level) etc and disposing off the debris out side Naval Dockyard premises complete all as specified and directed. |
| 8 | M&L for cement concrete type D2 1:4:8 (40 mm graded aggregate) as in foundation filling and mass concrete all as specified and directed. |
| 9 | M&L for PCC 1:2:4, type B1, (using 20mm graded stone aggregate) for coping, lintel bands etc complete all as specified and directed. |
| 10 | M&L for 75mm thick cement concrete type B- 2,1:2:4 (40mm graded aggregate) as in sub base of flooring complete all as specified and directed. |
| 11 | M&L chequered cement concrete tiles with grey and any pigments 30cm x30cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors and incl cement screed 15mm thick in 1:6 all as specified and directed |
| 12 | M&L for cement concrete type B2 1:2:4 (40 mm graded aggregate) as in surface channels and drains complete all as specified and directed. |
| 13 | Extra for forming fair finished drain or channel 60 cm inner girth in cement concrete, using extra cement, including forms, moulds, mi- tred/stopped ends etc., complete all as specified and directed. |
| 14 | Demolition of reinforced cement concrete in any position and removal of rubbish outside dockyard premises complete all as specified and directed. |
| 15 | M&L for precast cement concrete type C1 (1:3:6) (20mm graded aggregate) in manhole covers setting in cement mortar (1:4) complete all as specified and directed. |
| 16 | M&L RCC (nominal mix) type B1 1:2:4 (20mm graded aggregate) for 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 directed. |
| 17 | M&L RCC (nominal mix) type B1 1:2:4 (20mm graded aggregate)Foundations, including rafts, footings, foundation beams, plinth beams; bases for columns, etc., basement slabs, under-reamed piles and mass concrete all as specified and directed. |
| 18 | M&L formwork to faces of walls, retaining walls, abutments, parapets, and stair case railing ans similar work including pillasters, butteresses etc flat , vertical or to batter in fair finished surfaces of concrete, all as specified and directed. |
| 19 | M&L for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed. |
| 20 | Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. and getting debris outside dockyard premises all as specified and directed. |
| 21 | M&L for rendering 15 mm thick in CM 1:4 on fair faces of brick work or concete surfaces finished even and smooth without using extra cement complete all as specified and directed. |
| 22 | M&L for rendering 10mm thick in CM 1:4 on fair faces of brick work or concete surfaces finished even and smooth without using extra cement complete all as specified and directed. |
| 23 | M&L for preparation of new surfaces and applying three coats of white wash complete all as specified and directed. |
| 24 | M&L for preparation of old surface of walls and applying two coats of white wash all as complete all as specified and directed. |
| 25 | Dismantling wrought iron or mild steel work of any description complete all as specified and directed. |
| 26 | M&L for framed work such as grills, gratings, etc.. with ends of bars shouldered and/or riveted, or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, railings, framework of water tanks,manhole covers, duct covers and similar work con- forming to Fe.290.Gde-E-165 complete all as specified and directed. |
| 27 | S&F for rolled mild steel chequered plate as covers confirming to Fe 290.Gde-E-165 welded to supporting of duct covers complete all as specified and directed. |
| 28 | M&L preparation of new steel surfaces of any description over 10 cm width or girth and applying two coats of synthetic enamel paint over a coat of zinc chromate primer all complete all as specified and directed. |
| 29 | Taking up deposited silt/earth from existing brick drain / open drain and culverts to clern the water ways and removing the deposited silt/earth toa distance not exc 50m complete all as specified and directed |
| 30 | Taking out accumulated garbage and other deposits such as broken brick , silt etc from manholes/gully trap of depth not exc 1.5M, cleaning as directted and removing the same to a distance n exc 50 mtr and buried below ground level including necessary excavation of pits adn returning, filling in, sprinkling of bleaching powder and dressing of sol around to slope, if any and all as directed, stacking serviceable brick bats for reuse complete all as specified and directed |
| 31 | Taking out accumulated garbage and other deposits such as broken brick , silt etc from manholes/gully trap of depth exc 1.5mtr but n exc 2.50mtr, cleaning as directted and removing the same to a distance n exc 50 mtr and buried below ground level including necessary excavation of pits adn returning, filling in, sprinkling of bleaching powder and dressing of sol around to slope, if any and all as directed, stacking serviceable brick bats for reuse complete all as specified and directed |
| 32 | Cleaning of drain pipe (SGSW/ hume pipe) exc 200mm dia and upto600 mm dia by rodding from manholes and well flushing with water after cleaning the same all as directed and including diposing off the deposited sludge inside pipes from manholes to a distance n exc 200 mktr burrid under ground (minimum 30 cm below ground level) including necessary excavating of pits and returning filling in sprinkling of bleaching powder and dressing of surplus soil around slope if any complete all as specified and directed |
| 33 | Taking out deteriorated / leaking valley gutters of any shape, size and material from the work shop buildings at height of 6 m to 20 m including disconnecting the funnels from gutters & rain water pipe, in position and S&F new valley gutters with new Pre- painted galvalume aluminum zinc coating GI based plain sheet of 0.6 mm thick made to shape and size ( width of sheet required is 800 mm to1200 mm) with 200 mm over laps with double washer self driving screws at joint using leak proof jointing material (Tar roof compound or similar material) and fixed in position complete all as specified and directed. |
| 34 | S&F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified including dismantling existing one complete all as specified and directed. |
| 35 | S&F Rough cast, wired figured glass, 6.4mm thick exc.1 sqm but not exc 1.5 sqm and glazing with oil putty in squares complete all as specified including taking down existing one complete all as specified and directed. |
| 36 | Restraining resecuring including making good staples etc. for existing barbed wire/ concertina coil complete all as specified and directed |
| 37 | M&L for surface preparation of old walls surface and applying one coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm over old surfaces by using Airless spray technology machine with max working pressure of 3300 PSI and capable of operating single spray gun with a max material hose length of 30 mtr, the spray machine should be from reputed manufacturer with pro guard technology and capability of tracking pressure and paint usage and certified by paint manufacturer and acccessories for applying paint in hard to reach areas and penetration of paint on the surface complete.Note : - Sanding of surface to be done by mechanical sander with 1500 - 2700 rpm, with internal dust extraction system for clean environment certified by paint manufacturer. |
| 38 | M&L for Reinforced concrete pipes 300mm dia, class NP2, laid and jointed complete with collars complete all as specified and directed. |
| 39 | M&L for Reinforced concrete pipes, class NP2, laid and jointed complete with collars complete all as specified and directed. |
| 40 | Excavation in trenches, not exc 1.5m wide and not exc 1.5m deep and getting out in soft/loose soil complete all as specified and directed. |
| 41 | Returning filling in including spreading, leveling watering and well ramming in layers not exc 25 cm complete all as specified and directed. |
| 42 | Removal of extra excavated soil not exc 50m and depositing where directed at level not exc 1.5m above the starting point complete all as specified and directed. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 05, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysNov 04, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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