Tender For Providing Shaded Accommodation For New Rfid Gates At B R Including Providing Grill Gates For All New Rfid Gates In Port Area.
Tender Value
96.35 Lakhs
Estimated cost
Bid Submission
17 Sep 2026
3 days left
EMD
1.92 Lakhs
Bank guarantee accepted
Document Fee
1180
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 Providing Shaded Accommodation For New Rfid Gates At B R Including Providing Grill Gates For All New Rfid Gates In Port Area.
BOQ
| Sl. No. | Item Description |
| 1 | Removing CC Blocks in pavements carefully without damaging the blocks and reuse the same wherever necessary including removing the mortar joints around block and stacking them within a lead of 50 m etc., as required and as directed by Engineer-in- Charge complete. |
| 2 | Demolishing cement Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)manually/ by mechanical means including disposal of material within 50 metres lead etc., as required and as directed by the Engineer- in -charge, All labour and equipment , complete. |
| 3 | Earth work in excavation in all kinds of soil by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift etc., as required and as per the directions of the Engineer-in-Charge, complete. |
| 4 | Earth 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 as directed, within a lead of 50 m etc., as required and as directed by Engineer-in-charge, complete. |
| 5 | Filling 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 m and for all lift etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 6 | Supplying 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. |
| 7 | Providing and laying in position cement concrete of 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 cost of centering and shuttering - All work up to plinth level etc., as required and as directed by the Engineer-in-Charge, complete. All labour and materials. |
| 8 | Providing and laying 1:1½:3 PCC M-20 (1 Cement : 1½ coarse sand derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) etc., as required and as directed by the Engineer in charge, complete. All labour and materials. |
| 9 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately) Cement concrete prepared with batch mixing machine. All labour and materials. |
| 10 | Providing and applying tack coat using bitumen emulsion Rapid Setting bitumen Emulsion on bituminous surface @ 0.4 kg/sqm conforming to IS:8887, using Emulsion pressure distemper Including preparing the surface & cleaning with mechanical broom etc., as required and as directed by the Engineer-in-Charge, complete. All labours and materials. |
| 11 | Providing and laying Bitumineous concrete 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate),transporting the hot mix to work site by laying with paver finisher equipment with electonic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibrating and random rollers to achieve the desired compaction and density as per spectification, prepared in drum Type Hot Mix Plant of 60-90 TPH capacity etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 12 | Providing and laying in position ready mixed or site batched design mix cement Concrete of M30 grade with minimum cement content of 350 kg /cum for reinforced cement concrete work; 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, complete. 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. |
| 13 | All works upto plinth level |
| 14 | All works above plinth level upto floor V level |
| 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level - Thermo-Mechanically Treated bars of grade Fe-500D or more etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 16 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand) etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 17 | Providing 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. All labour and materials. |
| 18 | Providing centering and shuttering including strutting, propping and removal of form etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 19 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 20 | Lintels, Beams |
| 21 | Providing, transporting, hoisting and fixing precast reinforced cement concrete of M-30 design mix in slabs, Lintels, beams, including seffing in cement mortar 1:3 (1cement: 3coarse sand), cost of required centering and shuttering but, excluding the cost of reinforcement, using coarse aggregate and fine aggregate derived from natural sources, portland pozzolana/ ordinaryportland/ port land slag cement, admixtures in recommaned proportions as per IS:9103, including pumping of concrete to site of laying, curing, carriage and proper lifting accessories for head leads upto 150m ) etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 22 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 with cement mortar 1:4 (1cement: 4 coarse sand) in foundation and plinth etc., as required and as directed by the Engineer-in-Charge. All labour and materials. |
| 23 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 24 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : cement mortar 1:4 (1 cement : 4 coarse sand) etc., as required and as directed by the Engineer-in-Charge, complete. All labour and materials. |
| 25 | Providing 12 mm cement plaster of mix with cement mortar 1:4 (1 cement: 4 fine sand) etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 26 | Plastering concrete surface 6 mm cement plaster of mix (1 cement: 3 sand) of thickness not exceeding 6mm using 25.5 kg of cement and 0.05 m3 of sand per 10 m2 smooth and even finishing, cleaning the surface, hacking and roughening the concrete surface, curing etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 27 | Providing Cement plaster with 1:3 (1 cement: 3 coarse sand) with 20mm thick finished with a floating coat of neat cement etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 28 | providing and laying Non -Skid red (or) white full body ceramic floor tiles of 300x300mm and thickness between 7-8mm and 1st quality confirming to IS :13711, IS :13712,IS 13630 (parts -1 to15 ) of any colour and finish in all shades and designs, laid in 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 29 | Providing and laying vitrified floor tiles of Size 600x600 m (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., ) etc., as required and as directed by the Engineer-In-Charge, complete. All labour and materials. |
| 30 | Supplying of Structural steel at site of work including loading , leading, unloading and stacking at site of work etc., as required and as directed by the Engineer-In-Charge, complete. All labour and materials. |
| 31 | Supplying and structural flats Exceeding 10mm in thickness to the site of work including loading and unloading etc., as required and as directed by the Engineer-In-Charge, complete. All labour and materials. |
| 32 | Supplying of mild steel plates to the site of work including loading & unloading etc., as required and as directed by the Engineer-In-Charge, complete. All labour and materials. |
| 33 | Structural steel Fabricating, riveted, bolted or welded in built up sections, trusses and framed work, 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 materials. (But excluding cost of steel.) |
| 34 | Providing and fixing of pre-painted galvalume Trapezoidal profile Roofing sheets with 0.50mm thickness, coating : Alu-Zinc coating Az150 GSM Tensile strength : 550 MPA. paint coating: Regular Modified polyester painting. painting thickness(top):18 to 20 microns,(Bottom): 5 to 7 microns.sheet width:1.020, length:Maximum 12 meters with regular range colours or as desired by Engineer-in-charge.The sheet be fixed using self-drilling/self-tapping screws of size (5.5 x55mm ) with EPDM seal, complete upto any pitch in horizontal/vertical or curved surfaces etc., complete as required and as directed bye the Engineer-in-charge.excluding the cost of purlins,rafters and trusses and including cutting to size and shape wherever required. All labour and materials. |
| 35 | Supplying and fixing alluminium composite cladding -4mm thick with skin material 0.50mm thick aluminium sheet cover material natural polyethlene aluminium cladding panel fixed with extruded aluminium basis frame (50x25x1.50mm) angle cleats, weather sealants,rivets,GI brackets all as approved, using suitable bolts on structural steel work including necessary accessories complete in all respects including all scaffolding and labour charges etc., complete for finished item of work as required and as directed by the engineer-in-charge. All labour and materials. But excluding cost of structural steel fabrication. |
| 36 | Steel work welded on built up sections in grating, frames, guard bar, ladder, railing, barckets, gates and similar works, including cutting, hoisting, fixing in positions and applying a priming coat of approved steel primer using structural steel etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 37 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners. etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 38 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, ncluding cutting chases and making good the walls etc. All labour and materials. |
| 39 | 25 mm nominal dia Pipes |
| 40 | 20 mm nominal dia Pipes |
| 41 | 15mm nominal dia pipes |
| 42 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 43 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 44 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 45 | Wall painting two coats with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 46 | Applying priming coats with primer of approved brand and manufacture, having low VOC(Volatile Organic Compound) content with water thinnable cement primer on wall surface having VOC content less than 50 grams/litre etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 47 | Finishing walls with Acrylic Smooth exterior paint of required shade 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) etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 48 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 49 | Pumping out water caused by springs/ tidal/ river seepage/ broken mains/ drains including hire of pumpset, operator, man mazdoor, hoses, priming/fuel/consumables, leads, lifts and all incidental works etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 50 | Open timbering in trenches including strutting and shoring complete (measurements to be taken of the face area timbered), Depth exceeding 1.5 m but not exceeding 3m etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 51 | Open timbering over areas including strutting and shoring complete(measurement to be taken of the face area timbered,Depth exceeding 1.50m but no exceeding 3m etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 52 | Supplying iron works of bolts (20mm dia. 600mm long) and nuts and washers etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 53 | Providing and Grouting of dowel tubes/ base plate of structural column pockets/shear keys of precast members stirrers mixed with M-60 grade cementitious grout (NoN-shrink) of approved make by suitable means(Free flowing/ pump), curing etc., complete as required and as directed by the Engineer -in-charge. All labour and materials. (The payment shall be made on the basis of actual weight of approved grout injected). |
| 54 | Providing and fixing factory made uPVC door frame made of uPVC extruded sections profile size 42x50 mm having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1 mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 55 | Providing and fixing to existing door frames with 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of ‘H’ section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic /galvanised M.S. ‘U’ cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge. All labour and materials. (For W.C. and bathroom door shutter) |
| 56 | Providing and fixing factory made uPVC glazed/wire mesh windows/doors comprising of lead free uPVC multi-chambered frame, sash andmullion/coupler (where ever required) extruded profiles having minimumwall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape,colour and design duly reinforced with galvanized mild steel sectionmade of required shape & size as per CPWD Specification, uPVCextruded glazing beads, interlocks and Inline sash adaptor (whereever required) of appropriate dimension, EPDM gasket, hardware, SS304 grade fasteners of minimum 8 mm dia with countersunk head,comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plasticcaps and necessary stainless steel screws etc. Profile of frame, sash &mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 57 | Two trackTwo panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body, Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (55 mm & above) with zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system (Height upto 1.8m). |
| 58 | Two track two panels sliding door with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system, adjustable nylon rollers with SS 304 body. Using R3 series with frame (55 mm & above) x (40 mm & above) & sash (30 mm & above) x (74 mm & above). (Height upto 2.5 metre) |
| 59 | Casement door single panel with zinc alloy (zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides. Using R3 series with frame (55 mm above)x(50 mm & above) & sash (55 mm & above) x (85 mm & above) (Height upto 2.5 metre). |
| 60 | Fixed window / ventilator without mullion / transom. Using R1 series with frame (33 mm & above) x (35 mm & above). (Height upto 0.90 metre) |
| 61 | Supplying, laying, fixing and commissioning the PVC/SWR pipes of 6kg/sq.cm., Approved ISI brand including fixing necessary fittings like bends, couplers, junctions, Tees, etc., any diameter with solvent jointing as per standard practice, fixing with PVC clamps if necessary with required number of boundary walls including cost and convenyance of all materials to site labour charges etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 62 | 90mm Dia 3m single socket for GF toilet walls line |
| 63 | 110mm dia 3m single socket for toilet P/S trap to wall |
| 64 | for weep holes drain water |
| 65 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat, lid and W.C. pan with ISI marked white 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flushbend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 66 | Providing and fixing white Vitreous China Flat back wash basin size 550x400 mm with single 15 mm PTMT pillar cock. with C.I. brackets, 32 mm PTMT waste coupling of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 67 | Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements, weighing not less than 106 gms etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 68 | Providing and fixing brass bib cock of approved quality :15 mm nominal bore etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 69 | Providing and fixing PTMT grating of approved quality and colour.Rectangular type with openable circular lid 150 mm nominal size square 100 mm diameter of the inner hinged round grating approved quality and colour etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 70 | Supplying and fixing of 2 in 1 Bib cock cum health faucet with 1m long tube and well hook ,chrome finish with 7 years warrenty etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 71 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) 40 mm nominal dia pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 72 | Constructing soak pit 1.20 x 1.20 x 1.20 m filled with brick bats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 73 | Providing and fixing Oval shape 450x350 mm (outer dimensions) mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 74 | Providing and fixing 600 mm long towel rail PTMT with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms. complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 75 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 76 | Transportation of building Rubbish/debris by mechanical transpers including loading , transporting, unloading to approval muncipal dumping ground for lead upto 12km for all lift,after dumping heaf levelling etc., as required and as directed by the engineer-in-charge, complete. |
| 77 | Transportation of excavated earth by mechanical means including loading, leading and unloading to approved dumping ground and after dumping neat levelling at yard for lead upto 12 km for all lifts etc., as required and as directed by the engineer-in-charge, complete. |
| 78 | Painting New work (Two or more coats) runway/ taxi track/ apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge,including cleaning the surface of ail dirt, scales, oil, grease and other foreign material and lining out complete etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 79 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of 400 mm dia piles and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 80 | Supplying and fixing of name lettering on RFID Gates with SS lettering and painting ,installation etc.,details required VISAKHAPATNAM PORT AUTHORITY of size 1.50ft in English,Hindhi and Telugu WELCOME & THANK YOU lettering of size 1FT english VPA LOGO of size 2ft & NAMASTE LOGO of size 2ft. etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 26, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysSep 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender