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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.8 LAccepted-AOC 801 RAMESHWAR APARTMENT JALARAM T STREET NO 2 3 UNIVERSITY ROAD RAJKOT 360005 GUJRAT | RAJKOT | GUJARAT | 360005 | L1 | Accepted-AOC Lowest Bidder | |
| 2 | L2₹37.2 L+₹1.4 L (3.83%)Rejected-AOC | L2 | Rejected-AOC Highest Bidder |
Tender Value
₹41.1 L
EMD Value
₹82,240
Closing Date
21 Feb 2018, 6:00 pmClosed
Sr. Manager (Engg-Civil)
Office of Sr. Manager (Engg-Civil) Vadodara Airport
Shifting of boundary wall, Pump room and staff car parking to provide 150mtr runway strip at C. A. Porbandar.
2018_AAI_7516_1
AAI/SM(E-C)/E-NIT-12/2017-18
Open Tender
Civil Works
Item Rate
240 days
Porbandar
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,120
Airports Authority of India
₹82,240
25 Jan 2020
12 Feb 2018
26 Feb 2018
13 Feb 2018
21 Feb 2018
13 Feb 2018
13 Feb 2018 - 20 Feb 2018
Amount
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
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.
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. Ordinary rock
Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m. Hard rock (blasting prohibited)
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.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size).
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
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 : Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, butments, Posts and Struts
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.
Laying in position dressed Bella stone masonary with cement mortar 1:6 (1 cement : 6 coarse sand) including striking joints on unexposed faces, racking out joints on exposed faces, wateromg, curing and scaffolding wherever required etc. complete as per specification and directions of Engineer Incharge. In foundation and plinth. (Note:Bela stone blocks shall be made avaiable after dismantling existing bela stone wall. Removal of mortar and dismantling will be paid separately )
Laying in position dressed Bella stone masonary with cement mortar 1:6 (1 cement : 6 coarse sand) including striking joints on unexposed faces, racking out joints on exposed faces, wateromg, curing and scaffolding wherever required etc. complete as per specification and directions of Engineer Incharge. In super structure above plinth level upto floor V level. (Note:Bela stone blocks shall be made avaiable after dismantling existing bela stone wall removal of maotar and dismantling will be paid separately )
Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)
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 @ 2.20 kg/10 sqm)
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work
Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. cum 5503.80
Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work.
Supplying and laying good earth in layers not exceeding 20 cms thick with required camber/slope including watering dressing consolidating with power road roller of 8 to 10 tonne capacity all complete as directed by Engineer-In-Charge.
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 65 mm dia nominal bore
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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.
Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in:Channels, angles, tees and flats.
Demolishing brick work / Bela stone masonry 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.In cement mortar.
Removing mortar from and cleaning stones including stacking within a lead of 50 m (net quantity of stacks of cleaned materials will be measured):In cement mortar
Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead.
Shifting/relocating of existing Car/Scooter shed near Sub station by dismembering/dismantling AC sheeting, steel trusses, steel purlins, steel columns etc and re installing the same as before, at appropriate location within airport premises as decided/approved including dismembering, rebolting/refixing, re-erection, loading, unloading, transporting etc complete as directed by EIC. (Note:foundation/pedestal and foundation bolts will be paid separately. Approximate size of shed is 42 mtr x 5 mtr and weight is approx 2400 kgs)
Centering and shuttering including strutting, propping etc. and removal of form for all heights : Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like.
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing :1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : 65 mm nominal bore
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 of wall 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)
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Deduct for taking away of TMT Bars/steel angles/barbed wire like received from dismantling. The material so received shall be the property of contractor after dismantling duly weighed / measured before removing from the site in the presence of Engineer-in-charge or his authorised representative all complete. (CREDIT ITEM). Minimum reserved rate Rs. (-)18/KG
Deduct for taking away serviceable and non serviceable material received from dismantling bela stone masonry. The material so received shall be the property of contractor after dismantling duly weighed / measured before removing from the site in the presence of Engineer-in-charge or his authorised representative all complete. Note: The measurement will be taken after dismantling and stacking i/c deduction of due voids bela stone masonry. Dismantling of masonry will be paid separately) (CREDIT ITEM). Minimum reserved rate Rs. (-)600/Cum
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
Nilkanth Construction.
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