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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.3 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₹34.5 L+₹23,779.17 (0.69%)Rejected-AOC 410 SHIVAM COMPLEX SHARVESHWAR CHOWK DR YAGNIK ROAD RAJKOT GUJARAT 360002 | RAJKOT | GUJARAT | 360002 | L2 | Rejected-AOC Highest Bidder | |
| 3 | L3₹37.0 L+₹2.7 L (7.83%)Rejected-AOC | L3 | Rejected-AOC Highest Bidder |
Tender Value
₹39.3 L
EMD Value
₹78,650
Closing Date
21 Feb 2018, 6:00 pmClosed
Sr. Manager (Engg-Civil), Vadodara Airport
Sr. Manager (Engg-Civil), Vadodara Airport
Construction of Shoulders for old taxiway -B at C. A. Porbandar
2018_AAI_7535_1
AAI/SM(E-C)/E-NIT-13/2017-18
Open Tender
Civil Works
Item Rate
180 days
Porbandar Airport
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,120
Airports Authority of India
₹78,650
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
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. All kinds of soil
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.Ordinary rock
Carriage by mechanical transport including loading, unloadong and stacking excavated earth to distance 2 Kms.
Carriage by mechanical transport including loading, unloadong and stacking excavated rock to distance 2 Kms.
Consolidation of sub grade with power road roller of 8 to 12 tonne capacity including dressing to camber and making good the undulations etc. and re-rolling the sub grade. All complete as per satisfaction of EIC.
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity , complete as per specifications and directions of Engineer-in-Charge.
Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator , filling the joint with clean sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand in footpath, parks, lawns drive ways or light traffic parking etc. all complete as per manufacturer's specifications & direction of Engineer-in-Charge. 80mm thick Cement concrete paver block of M-30 grade with approved colour , design & pattern.
Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).
Providing & Laying in position dressed Bella stone (locally available 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.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
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 in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D - 20 Circular shape 560 mm internal diameter
Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of all dirt, scales, oil, grease and other foreign mater;al etc. and lining out complete. New work (Two or more coats)
12 mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)
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, bracket s, gates and similar works
Arpan Engineering Co
Nilkanth Construction.
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