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Miscellaneous Works Of The Ongoing Linear Expansion Of Existing Integrated Tb At Visakhapatnam Airport Sh Construction Of New Fuel Room And Store Room In Substation Area And Modification Of Ccr Room Near Old Apron At Visakhapatnam Airport Miscellaneous Wo, Visakhapatnam Airport-Andhra Pradesh

Airports Authority Of India has published Miscellaneous Works Of The Ongoing Linear Expansion Of Existing Integrated Tb At Visakhapatnam Airport Sh Construction Of New Fuel Room And Store Room In Substation Area And Modification Of Ccr Room Near Old Apron At Visakhapatnam Airport Miscellaneous Wo. Submission Date for this Tender is 19-11-2019. Building Work Tenders in Visakhapatnam Airport Andhra Pradesh. Bidders can get complete Tender details and download the document.




Tender Notice

22428241
Miscellaneous Works Of The Ongoing Linear Expansion Of Existing Integrated Tb At Visakhapatnam Airport Sh Construction Of New Fuel Room And Store Room In Substation Area And Modification Of Ccr Room Near Old Apron At Visakhapatnam Airport Miscellaneous Wo
Open Tender
Indian
Andhra Pradesh
Visakhapatnam Airport
19-11-2019

Tender Details

Miscellaneous Works Of The Ongoing Linear Expansion Of Existing Integrated Tb At Visakhapatnam Airport Sh Construction Of New Fuel Room And Store Room In Substation Area And Modification Of Ccr Room Near Old Apron At Visakhapatnam Airport Miscellaneous Works Of The Ongoing Linear Expansion Of Existing Integrated Tb At Visakhapatnam Airport Sh Construction Of New Fuel Room And Store Room In Substation Area And Modification Of Ccr Room Near Old Apron At Visakhapatnam Airport

Key Value

Document Fees
INR 1120 /-
EMD
INR 124100.0 /-
Tender Value
INR 62.02 Lakhs /-

BOQ Items

Name of Work: “Miscellaneous works of the ongoing Linear expansion of existing integrated terminal building at Visakhapatnam Airport. SH: Construction of New fuel room and store room in substation area & Modification of CCR room near old apron at Visakhapatnam Airport”
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Earth work in excavation 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil item1 11 Cum
2 2 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 lift upto 1.5 m. item2 60 Cum
3 3 Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. item3 30 Cum
4 4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) item4 60 Cum
5 5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete. item5 146 sqm
6 6 Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, 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 temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). 450 mm dia piles item6 370 Mts
7 7 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used\nas per design mix is payable/recoverable separately). All works upto plinth level item7 23 Cum
8 8 Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete item8 58 Sqm
9 9 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-500 D or more item9 10210 Kg
10 10 Centering and shuttering including strutting, propping etc. and removal of form for all heights :Lintels, beams, plinth beams, girders, bressumers and cantilevers item10 57 Sqm
11 11 Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes item11 11500 Kg
12 12 Structural steel work 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 all complete. item12 2400 Kg
13 13 Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. item13 400 kg
14 14 Providing and fixing bolts including nuts and washers complete item14 200 kg
15 15 Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in :Cement mortar 1:6 (1 cement : 6 coarse sand) item15 102 Cum
16 16 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand) item16 11 Cum
17 17 12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand) item17 442 sqm
18 18 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) item18 442 sqm
19 19 Distempering with dry distemper of approved brand and manufacture (two or more coats) of required shade on new work, over and including water thinnable priming coat to give an even shade. item19 305 sqm
20 20 Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) item20 442 sqm
21 21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws item21 15 Sqm
22 22 Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :Anodised aluminium (anodised transparent or dyed to required shade according to IS:1868, Minimum anodic coating of grade AC 15) item22 195 kg
23 23 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15) item23 260 kg
24 24 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. item24 277 sqm
25 25 Providing and fixing T-Iron frames for doors, windows and ventilators for mild steel Tee sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer : Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) item25 120 kg
26 26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : item26 110 sqm
27 27 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).Light shade pigment using white cement item27 240 sqm
28 28 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : "1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). item28 3 Cum
29 29 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). item29 3 Cum
30 30 Distempering with 1st quality acrylic distemper (ready mixed) of approved manufacturer, of required shade and colour complete, as per manufacturer's specification: Two or more coats on new work item30 137 sqm
31 31 Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:Asbestos sheet item31 117 Sqm
32 32 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :12.5 mm thick tapered edge gypsum fire resistant board\nconforming to IS: 2095- Part I item32 117 sqm
33 33 Providing Engineering Consultancy by Government approved engineering college for foundation, steel column, trusses etc. of the shelter as per the relevant IS codes for preparation of design and detailed working drawing. The structrual designer shall ensure that the structral drawing should matching with the architectural drawing. The final drawings duly stamped "Good for construction" should be issued by the consultant. item33 1 Each
34 34 ELECTRICAL ITEMS \nWiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.\na) 2 x 1.5 sq. mm + 1 x 1.5 sq. mm earth wire item46 40 Mtr
35 35 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. \nb) 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire item47 40 Mtr
36 36 Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required. \nc) 2 x 4 sq. mm + 1 x 4 sq. mm earth wire item48 55 Mtr
37 37 Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable in surface I recessed medium class PVC conduit, with modular switch, modular plate, suitable Gl box and earthing the point with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable etc. as required. \n(Group C) item49 10 Point
38 38 Supply and fixing of 6 pin 15/16 amps modular type socket and switch with front plate in surface or recess including providing and fixing suitable size metal box inter connections etc as required. item50 3 Nos
39 39 Supply of 450mm sweep exhaust fan with all required accessories suitable to operate on 230Volts 50Hz single phase AC supply etc as required. item51 4 Each
40 40 Supply of louvers/ shutters complete with frame for 450 mm sweep exhaust fan. item52 4 Each
41 41 Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. item53 4 Each
42 42 Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required. item54 4 Nos
43 43 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required. item55 200 Mtr
44 44 Earthing with copper earth plate 600 mm x 600 mm x 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. item56 6 Nos
45 45 Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut, bolt, spring, washer excavation and re-filling etc. as required. item57 60 Mtr
46 46 Earthing with G.I. earth plate 600 mm x 600 mm x 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. item58 12 set
47 47 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. item59 150 Mtr
48 48 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required. item60 300 Mtr
49 49 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. item61 300 Mtr
50 50 Providing and fixing earth bus of 50 mm X 5 mm copper strip on surface for connections etc. as required. item62 100 Mtr
51 51 Providing and fixing 50 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. item63 100 Mtr
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