Airports Authority Of India has published Holistic Development Of Surat Airport Including Extension Of Terminal Building , Apron And Construction Of Parallel Taxi Track . Sh . Construction Of Mandir And Compound Wall . . Submission Date for this Tender is 31-10-2020. Building Work Tenders in Surat Airport Gujarat. Bidders can get complete Tender details and download the document.
| Name of Work: Holistic development of Surat airport including extension of Terminal Building , Apron and construction of parallel Taxi Track. SH: Construction of Mandir and compound wall. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter 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) : a) 300 mm dia piles | 32 | Metre | |
| 2 | 2 | Extra over single under ream for providing additional bulbs in under reamed piles, under specified diameter(only the nos. of extra bulbs are to be paid) a) 300 mm dia piles | 8 | Each | |
| 3 | 3 | 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. a) All kinds of soil | 25 | Cum | |
| 4 | 4 | Earth work in excavation 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 lift upto 1.5 m, as directed by Engineer-in-charge. | 42 | Cum | |
| 5 | 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m. | 27 | Cum | |
| 6 | 6 | Supplying & laying stone soling in required level and camber with stone of size 150 to 225 mm in layers not exceeding 225 mm, hand packed with smaller chips, watering and compacting with hand rammer including supplying, spreading and consolidation of granular material (gravel or moorum) for binding etc complete as per the direction of the Engineer-in-Charge. | 9 | Cum | |
| 7 | 7 | Providing & laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level a) 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 7.2 | Cum | |
| 8 | 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 4 | Cum | |
| 9 | 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size). | 30.4 | Cum | |
| 10 | 10 | 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,\nshuttering, 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.\na) All works upto plinth level\n(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). | 16 | Cum | |
| 11 | 11 | 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,\nshuttering, 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.\na) All works upto plinth levela) All works above plinth level upto floor V level\n(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). | 5 | Cum | |
| 12 | 12 | Centering & shuttering inlcuding strutting, propping, etc. and removal of form for:\na) Foundations, footings, bases of columns etc for mass concrete. | 26 | Sqm | |
| 13 | 13 | Centering & shuttering inlcuding strutting, propping, etc. and removal of form for:\na) Lintels, beams, plinth beams, girders, bressumers and cantilevers | 7 | Sqm | |
| 14 | 14 | Centering & shuttering inlcuding strutting, propping, etc. and removal of form for:\na) Columns, pillars, piers, abutments, posts and struts | 39 | Sqm | |
| 15 | 15 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.\na)Thermo-Mechanically Treated bars of grade Fe-500D or more. | 2347 | Kg | |
| 16 | 16 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.\na)Thermo-Mechanically Treated bars of grade Fe-500D or more. | 673 | Kg | |
| 17 | 17 | Brick work with common burnt F.P.S bricks of class designation 40 in foundation and plinth in:\na) Cement mortar 1:6 (1cement : 6 Coarse sand) | 5 | Cum | |
| 18 | 18 | Brick work with common burnt F.P.S. bricks of class designation 40 in superstructure above plinth level upto floor V level in all shapes and sizes in :\na) Cement mortar 1:6 (1 cement: 6 coarse sand) | 15 | Cum | |
| 19 | 19 | 12 mm cement plaster of mix : a) 1:4 (1 cement: 4 fine sand) | 30 | Sqm | |
| 20 | 20 | 12 mm cement plaster of mix : a) 1:4 (1 cement: 4 coarse sand) | 15 | Sqm | |
| 21 | 21 | 15 mm cement plaster on the rough side of single or half brick wall of mix : \na) 1:4 (1 cement : 4 fine sand) | 30 | Sqm | |
| 22 | 22 | 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge. | 43 | Sqm | |
| 23 | 23 | 6 mm cement plaster of mix : a) 1:3 (1 cement : 3 fine sand) | 37 | Sqm | |
| 24 | 24 | 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. | 65 | Kg | |
| 25 | 25 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : a) Two or more coats on new work | 54 | Sqm | |
| 26 | 26 | 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. | 60 | Sqm | |
| 27 | 27 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade : a) Two or more coats on new work | 30 | Sqm | |
| 28 | 28 | Finishing walls with textured exterior paint of required shade a) 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 | 124 | Sqm | |
| 29 | 29 | 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. a) Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble (i) Area of slab upto 0.50 sqm | 7 | Sqm | |
| 30 | 30 | Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: a) 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. | 3 | Sqm | |
| 31 | 31 | Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I)\na) On one side only | 3 | Sqm | |
| 32 | 32 | Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured). | 3 | Sqm | |
| 33 | 33 | Providing and fixing IS : 12817 marked stainless steel butt hinges with stainless steel screws etc. complete : a) 125x64x1.90 mm | 3 | Each | |
| 34 | 34 | Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete a) 100 mm | 2 | Each | |
| 35 | 35 | Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete. | 1 | Each | |
| 36 | 36 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height ofwall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m 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 (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | 15 | Metre | |
| 37 | 37 | Providing and fixing PVC pipes of heavy duty in Brick work / RCC wall for weep holes in two rows as per drawing etc complete as per direction of Engineer-in-charge. a) 110mm dia | 14 | Metre | |
| 38 | 38 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. a) In cement mortar | 2 | Cum | |
| 39 | 39 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | 1 | Cum | |
| 40 | 40 | Providing and laying 60mm thick factory made cement concrete interlocking paver 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 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. | 37 | Sqm |
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