Beautification Landscaping of Vijayawada Airport SH Cvil works and Water Supply Irrigation System

Amount

CIVIL WORKS

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.

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 upto 50 m and lift upto 1.5m.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded Stone aggregate 40 mm nominal size).

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 40 mm nominal size).

Brick work with Non modular flyash bricks conforming to IS:12894 , brick of class designation 5.0 upto plinth level in : Cement mortar 1:6 (1 cement : 6 coarse sand)

Brick work withNon modular flyash conforming to IS:12894, brick of class designation 5.0 in sub structure & superstructure above plinth level up to floor five level in : Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. fromtransit mixer to site of laying , excluding the cost of centering, shutteringfinishing and reinforcement, including cost of 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 the Engineer-In-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately) All works upto plinth level

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. fromtransit mixer to site of laying , excluding the cost of centering, shutteringfinishing and reinforcement, including cost of 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 the Engineer-In-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately)All works above plinth level upto floor V level

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete

Centering and shuttering including strutting, propping etc. and removal of form for all heights Columns, Pillars, Piers, Abutments, Posts and Struts

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform

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.

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab upto 0.50 sqm

40 mm thick rubbed stone flooring over 20 mm (average) thick base ofcement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick,side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixedwith pigment to match the shade of stone and pointing with same mortar. Red sand stone

40 mm thick rubbed stone flooring over 20 mm (average) thick base ofcement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick,side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixedwith pigment to match the shade of stone and pointing with same mortar.Dholpur Stone

Providing & fixing of natural gray River (Stone) Pables size of 2" to 2.50" dia in natural colour at site of work including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge

Structural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer all complete.

Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm

Providing and laying 60mm thick factory made cement concrete cobble block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design& shape, laid in required colour and pattern over and including 50mmthick compacted bed of coarse sand, filling the joints with line sandetc. all complete as per the direction of Engineer-In-charge.

Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading,well ramming, consolidating and grouting with river sand, including finishing smooth etc. complete as per direction of Engineer-In-charge.

Supplying and filling good earth obtained from approved Quary with all lift and leads, transporting to site, spreadings, grading to requred slope and compacting to meet requirement as per MORTH Specification.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-In-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-In-charge).

15 mm cement plaster 1:4 (1 cement: 4 fine sand) on the rough side of single or half brick wall

12 mm cement plaster: a) 1:4 (1 cement : 4 fine sand)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : a) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture

Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC :67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys,rivets orbolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistantmeasures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-incharge.( Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage

Supply ing and providing HDPE permenent litter Bins of 1140mm height and width with capacity 200 liters including all cost of labour & materials as shown in drawing and direction of Engineer-In-charge

Providing mural arts decorative theme on the walls for giving visual feel to the visitors and Passengers etc. includes cleaning of surface of walls, painting one primary coat and two coats of acrylic emulsions medium of APEX ultima, weather proof exterior painting as per approved design and as per direction of E-I-C. cost including all materials, tools artists/painters charges, labour charges, scaffolding and conveyance to site complete as directed by the Engineering In Charge.

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.

Providing and laying PVC pipes shall with stand Pressure 6 kg/ sqcm, including elbows, tees, reducers, couplers end caps, saddles, nipples, flanges, teflon tape and all fittings. This includes jointing of pipes & fittings with all fittings , trenching, refilling & testing of joints complete as per direction of Engineer-In-charge. : External work : a) 90 mm nominal inner dia Pipes

Providing and laying PVC pipes shall with stand Pressure 6 kg/ sqcm, including elbows, tees, reducers, couplers end caps, saddles, nipples, flanges, teflon tape and all fittings. This includes jointing of pipes & fittings with all fittings , trenching, refilling & testing of joints complete as per direction of Engineer-In-charge. : External work : a) 75 mm nominal inner dia Pipes

Providing and fixing PVC pipes shall with stand Pressure 6 kg/ sqcm, including elbows, tees, reducers, couplers end caps, saddles, nipples, flanges, teflon tape and all fittings. This includes jointing of pipes & fittings with all fittings , trenching, refilling & testing of joints complete as per direction of Engineer-In-charge. : External work : c) 62.50 mm nominal inner dia Pipes

Providing and laying PVC pipes shall with stand Pressure 6 kg/ sqcm, including elbows, tees, reducers, couplers end caps, saddles, nipples, flanges, teflon tape and all fittings. This includes jointing of pipes & fittings with all fittings , trenching, refilling & testing of joints complete as per direction of Engineer-In-charge. : External work : d) 40 mm nominal outer dia Pipes

Providing & fixing of 16mm plain LLDPE pipe along with all fitting & accessories of Make-Rainbird (USA)/Azud(Spain)/ Netafem or equivalent as per direction of Engineer-In-charge

Providing & fixing of 8 LPH pressure compansative Dripper of Make-Rainbird (USA)/Azud(Spain)/ Netafem or equivalent as per direction of Engineer-In-charge

Providing & fixing of 16mm/50cm/2.2lph PC inline LLDPE pipe along with all fitting & accessories of Make-Rainbird (USA)/Azud(Spain)/ Netafem or equivalent as per direction of Engineer-In-charge

Providing & fixing of ADJUSTABLE-ARC SPRAY SPRINKLER having arc adjustment from 0 to 360 degree nozzle capable of covering a radial area of 1.2 to 5.8 m at 1.0 to 3.0 kg/sq cm with a discharge rate of upto 0.36 lps. The overall pop-up height shall be 100mm. The Spray Head body, stem, nozzle and screen shall be made of heavy-duty, ultra violet resistant plastic. Its shall have a heavy-duty stainless steel retract spring for easy alignment of the pattern. Sprinkler is having additional bottom inlet filter to provide extra filtration to choking the nozzle Make-Hunter (USA)/Signature(USA)/Nelson or equivalent as per direction of Engineer-In-charge

Providing & fixing of 1/2" Pop up Connecting Assembly with 4 swiel elbow. The tubing shall be made of polyetylene having wall thickness of 2.3mm ,a working pressure of 5.5 kg/cm2 at 43oC and a surge pressure of 16.6 kg/cm2. The fittings shall be made of UV resistant thermoplastic.Make-Hunter (USA)/Signature(USA)/Nelsonn or equivalent as per direction of Engineer-In-charge

Providing & fixing of Gear Driven Pop up sprinkler. In full or part circle mode the sprinkler shall be capable of covering 10-12 Mtr radius at 2.1 psi pressure with an equivalent full circle discharge rate of 2.8- 13.80 lpm. Make-Hunter (USA) or equivalent as per direction of Engineer-In-charge

Providing & fixing of P.E saddle tee. The body of saddle to be made of polypropylene in UV stabilized ,galvanized nut & bolts and parallel female thread (Pressure tight) Make- S D/SAB/Hidroten) or equivalent as per direction of Engineer-In-charge i) 40 mm x 1/2"/3/4"

Providing & fixing of P.E saddle tee. The body of saddleto be made of polypropylene in UV stabilized ,galvanized nut & bolts and parallel female thread (Pressure tight) Make- S D/SAB/Hidroten) or equivalent as per direction of Engineer-In-charge i) 62.5 mm x 1/2"/3/4"

Providing & fixing of P.E saddle tee. The body of saddle is made of polypropylene in UV stabilized ,galvanized nut & bolts and parallel female thread (Pressure tight) Make- S D/SAB/Hidroten) or equivalent as per direction of Engineer-In-charge i) 75 mm x 1/2"/3/4"

Providing & fixing of P.E saddle tee. The body of saddle is made of polypropylene in UV stabilized ,galvanized nut & bolts and parallel female thread (Pressure tight) Make- S D/SAB/Hidroten) or equivalent as per direction of Engineer-In-charge i) 90 mm x 1"

Providing & fixing of Main line Butterfly Valve, Make- Harit/ Aqvastar/Plasson or equivalent as per direction of Engineer-In-charge i) Main line valve 90 mm

Providing & fixing of PVC Ball Valve having flow indicator when lever is removed ,security pivot to maintain lever in space double water tight joint ,direct injection stem non mechanical ,with a base which permits maximum penetration inlo the valve,Make- Harit/ Aqvastar/Plasson or equivalent as per direction of Engineer-In-charge i) Lateral line PVC Ball valve 75 mm

Providing & fixing of valve box with cover on all valves. The valve boxes shall be heavy duty plastic with poly vinyl chloride reinforce and a green top.Make- Cepex/EcoAqua/Rain Bird or equivalent as per direction of Engineer-In-charge i)12" Rectangular Valve Box with cover

Providing & fixing of valve box with cover on all valves. The valve boxes shall be heavy duty plastic with poly vinyl chloride reinforce and a green top.Make- Cepex/EcoAqua/Rain Bird or equivalent as per direction of Engineer-In-charge i) 6" Round Valve Box with cover

Providing & fixing of Double acting Air release valve 1" made of high strength plastic with fiber glass reinforced . The Air release valve shall be capable of both releasing and admitting air from and into the line. The working pressure shall be 10 bars Make-Azud/Harit or equivalent as per direction of Engineer-In-charge

Providing & fixing of Disc filter (120 mesh) 25 m3 /hr having an inlet & two outlets connections of 2", 2 pressure guaze ports of 3/4" ,a helix made of fibre glass reinforce polyamide at base of disc filter cartridge to create a helical effect in the incoming water ,spinning particulate in suspension away from the filtering element and so minimizing cleanings frequency ,3/4" outlet for flushing at bottom of filter & maximum working presure of 14 bars.Make- Amiad/ Arkal/ Harit/Azud or equivalent as per direction of Engineer-In-charge

Providing and fixing of Pressure Gauze (glycerine filled) Make- Amiad/ Arkal/ Harit or equivalent as per direction of Engineer-In-charge

Providing & fixing of Pressure Relief valve 2" with bypass outlet Make- Omega/Hydra or equivalent as per direction of Engineer-In-charge

Providing & fixing GI Non Return Valve of nominal size 75mm as per direction of Engineer-In-charge

Providing & fixing GI Gate Valve of nominal size 75mm as per direction of Engineer-In-charge

Providing & fixing Providing & Fixing of Water Level Controller as per direction of Engineer-In-charge

Centering and shuttering including strutting, propping etc. and removal of form for all heights : Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Providing structural design and drawings for RCC water Sump of capaciy 1,00,000 liters . The consultant must have rendered similar structural consultancy works directly to Central Govt. / State Govt. / PSU / Reputed firms (in case of experience with Private Firms, TDS certificate from the client shall be enclosed) Major Engineering decision and specification shall be reviewed by AAI to the extent desired. Approval of any design by IIT/NIT/AICTE , AAI shall, however, not relieve the consultant & contractor in discharging his responsibilities regarding the adequacy of design and proper execution of the work. The consultant shall be fully responsible for adequacy, accuracy and quality of the entire services performed by him shall be in accordance with the accepted standards of safety, environment and public health. The consultant shall be solely respobsible for the adequacy of the structural design and safety of the structure. The item includes design and submittion of good for construction drawings as per direction of E-I-C.

SRINIVASA EDIFICE PRIVATE LIMITED

APEX CONSTRUCTION