Tender For Repairs Works To Customs Offices, Electrical Substation Building And Construction Of Damaged Compound Wall Including Paintings To Dwarf Walls In Dock Area.
Tender Value
53.28 Lakhs
Estimated cost
Bid Submission
29 Sep 2026
15 days left
EMD
1.06 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 Repairs Works To Customs Offices, Electrical Substation Building And Construction Of Damaged Compound Wall Including Paintings To Dwarf Walls In Dock Area.
BOQ
| Sl. No. | Item Description |
| 1 | Providing structural special repair to ceiling of roof slab and RCC members including chipping of damaged concrete, cleaning of reinforcement application of high range zinc-rich epoxy resin for reinforcement steel anti corrosion coating (two coats) and quality comprises of resin and hardener mixed in equal propoortion by volume with minimum 9-10 hours between coats, sprinkling dry sand when 2nd coat is tacky so as to provide rough finish, epoxy bonding adhesive (2.2 sqm/kg) bonding coat on chipped portions, and restoration using SBR polymer modified cement mortar (1:4, 25 mm thick, polymer @ 2% by weight of cement), including scaffolding curing and finishing as per specifications etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 2 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 3 | 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 per the directions of the Engineer-in-Charge, complete. All labour and materials. |
| 4 | 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 Engineer-in-charge, complete. All labour and materials. |
| 5 | 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 and direction of Engineer- in-charge, complete. All labour and materials. |
| 6 | 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. complete. All labour and materials. (For W.C. and bathroom door shutter). |
| 7 | Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows of Frame size 65 x 100 mm & other Frames/ Chowkhat comprising of virgin PVC polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/ wheat husk) and non toxic additives (maximum toxicity index of 12 for 100gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete (M.S hold fast/lugs or SS dash fasteners shall be paid for separately). Note: For WPC solid door/window frames, minus 5 mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made etc., as required and as directed by the Engineer-in-Charge, complete. All labour and materials. |
| 8 | Providing and fixing 35mm thick factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws etc., as required and as directed by the Engineer in charge, complete. All labour and materials. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately) |
| 9 | Providing and fixing of size 125x64x2.50mm IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel screws etc., as required and as directed by the Engineer-in-charge, complete All labour and materials. |
| 10 | Providing and fixing bright finished brass tower bolts (barrel type) of size 250x10 mm with necessary screws etc., as required and as directed by the Engineer-in-Charge, complete. All labours and materials. |
| 11 | Providing and fixing bright finished brass door latch of size 300x16x5 mmwith necessary screws etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 12 | Providing and fixing bright finished brass100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 13 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 14 | Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300 x 100 x 150mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 15 | 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. |
| 16 | Two and half track three panels sliding window with twoglazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R2 series with frame (65 mm & above) x (40 mm & above) & glazed sash (25 mm & above) x (50 mm & above) & fly screen sash(18 mm & above) x (40 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). |
| 17 | Fixed window / ventilator without mullion / transom, Using R1 series with frame (33 mm & above) x (35 mm & above). (Height upto 0.90 metre) |
| 18 | Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R2 series with frame (40 mm & above) x (40 mm & above) & sash (25 mm & above) x (50 mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 metre). |
| 19 | Renewing glass panes and refixing existing wooden fillets Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm) etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 20 | 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 etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 21 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, 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 W.C. pan with ISI marked white solid plastic seat and lid etc., as required and as directed by the Engineer-in-Charge. All labour and materials. |
| 22 | Providing and fixing White Vitreous China Wash basin size 550x400 mm with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 23 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in- Charge complete. All labour and materials. |
| 24 | Finishing walls with Acrylic Smooth exterior paint of required shade: (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. |
| 25 | Finishing walls with premium Acrylic Smooth exterior paint with silicon additives of required shade: (Two or more coat applied @ 1.43 ltr/10 sqm over existing cement paint surface etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 26 | Supplying and fixing Pre-Painted galvalume Trapezoidal Profile Roofing / walling sheets with 0.5mm thickness, Coating: Alu-zinc coating AZ 150gsm, Tensile Strenth: 550 MPA. Paint coating: Regular Modified Polyster 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 shall be fixed using self-drilling/self-tapping screws of size (505x55mm) with EPDM seal, complete upto any itch in horizontal/vertical or curved surfaces,excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 27 | Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 28 | Providing and fixing bright finished brass hanging type floor door stopper with necessary screws etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 29 | Steel work in built up tubular Hot finished welded type tubes (round, square or rectangular hollow tubes etc.) trusses including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc., as required and as directed by the Engineer-In-Charge, complete. All labour and materials. |
| 30 | Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth etc., as required and as directed by the Engineer-In-Charge, complete. All labour and materials. |
| 31 | Plastering with 1:4 (1 cement: 4 fine sand),12 mm cement of plaster including cleaning the surface, curing etc., as required and as directed by the Engineer-In-Charge, complete. All labour and materials. |
| 32 | Supply of man mazdoor/ women mazdoor/ watchmen/ Gangmen/ mazdoor (unskilled) to work in any site conditions etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 33 | Supply of Second class Artisans such as Carpenter/ Mason / painter / Fitter / Welder etc., as required and as directed by the EIC complete. All labour and materials. |
| 34 | Providing scaffoldingght including ballies, ropes, nails etc, as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 35 | Providing scaffolding from 3 M to 6 M height (first floor) including ballies, ropes, nails etc, as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 36 | Providing scaffolding from 6 M to 9 M height (second floor) including ballies, ropes, nails etc, as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 37 | Providing and fixing G.I. tubular gates (double shutters) with 40 mm dia GI Pipes and specials including diagonal pipes and frame welded to approved weld mesh of 75 x 25 mm size (3.15mm x 5mm dia) including painting with one priming coat and two coats of synthetic enamel paint of approved colour and shade (total 3 coats) etc., with locking arrangements, necessary MS flats, Iron pintels etc., including fixing in CC bed blocks as directed with 12mm dia bolts and nuts, and washers etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 38 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : of area 3 sq metres and below etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 39 | Supplying and fixing 80 x 1.20 mm M.S. laths with 1.20 mm thick top cover rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 -part 1 and M.S. top cover of required thickness for rolling shutters etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 40 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) of 40 mm thick with 20 mm nominal size stone aggregate finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 41 | Painting with synthetic enamel paint two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture of required colour to give an even shade etc., as required and as directed by the engineer-in-charge, complete. All labour and materials. |
| 42 | Supply of Hydraulic Excavator (3D) with driver and fuel including cost of necessary the plant and machinery service of operating staff, cost of lubricating oil, Diesel/ Petrol/ Kerosene oil other consumble etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 43 | Supply on hire of mobile crane of 8-10 tonne lifting capacity, truck mounted or hydraulic type including driver/operator, fuel, lubricants, maintenance mobilisation within site limits and all incidental charges required for safe lifting, shifting, loading, unloading and erection of materials, machinery or structural components at site etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 44 | 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, complete. All labour and materials. |
| 45 | Providing and laying in position cement concrete of grade 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 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. |
| 46 | Transporting debris / excavated earth within including stacking, loading and unloading and levelling the unloaded materials at a place of unloading up to lead of 24km etc., as required and as directed by the engineer-in-charge, complete. |
| 47 | 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 directed by Engineer-in-charge. |
| 48 | 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 Engineer-in-charge. All labour and materials. |
| 49 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like etc., as required and as directed by Engineer-in-charge. All labour and materials. |
| 50 | Providing 20 mm cement plaster of mix with cement mortar 1:4 (1 cement: 4 fine sand) as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 51 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared etc., as required and as directed by the Engineer-in-charge, complete. |
| 52 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 53 | Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacturer on steel galvanised iron/steel works etc., as required and as directed by the Engineer-in-charge. All labour and materials. |
| 54 | Painting with synthetic enamel paint one or more coats on old work of approved brand and manufacture of required colour to give an even shade etc., as required and as directed by the engineer-in-charge. All labour and materials. |
| 55 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceble material and disposal of unseviceable material within 50 metres lead etc., as required and as directed by the Engineer-in-charge. All labour and materials. |
| 56 | Providing and fixing concertina coil fencing with punched tape concertina coil 600mm dia 10 metre openable length (total length 90m), having 50 nos rounds per 6 metre length, upto 3m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00m apart and with 9 Horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I clips to retain horizontal, including necessary bolts or G.I barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape (R.B.T.)/ spring core (2.5 mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478gm/metre (cost of M.S. angle, C.C blocks shall be paid separately). All labour and materials. |
| 57 | Supply of Diesel Truck 9 tonne (with POL) for the transportation of all sorts of material such as sand, gravel, metal, steel, cement, boulders debris, furniture etc., water supply pumps and motors including fuel charges driver charges etc., as required and as directed by the Engineer-in-charge, Complete. (Payment will be made for number of hours worked at site only) |
| 58 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement:3 coarse sand (zone-III) derived from natuiral sources : 6 graded stone aggregate 20mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling &b dressing & finishing the top smooth 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
Sep 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysSep 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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