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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
| 3 | Rejected-Technical | Rejected-Technical Not submitted Shortfall document |
Tender Value
₹14.9 L
EMD Value
₹29,900
Closing Date
22 Jun 2020, 6:00 pmClosed
R K SHAMI AGM (E-C)
R K SHAMI AGM (E-C), AIRPORTS AUTHORITY OF INDIA, BHAVNAGAR AIRPORT
Construction of approach road for Crash Gate at C A Bhavnagar
2020_AAI_50142_1
AAI/BHAV/AGM(E-C)/ROAD/eNIT 14/20-21
Open Tender
Civil Works
Item Rate
120 days
BHAVNAGAR AIRPORT
As per NIT
13 documents required · 13 mandatory
₹1,180
AAI BHAVNAGAR
₹29,900
29 Jun 2020
10 Jun 2020
26 Jun 2020
10 Jun 2020
22 Jun 2020
10 Jun 2020
10 Jun 2020 - 17 Jun 2020
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. a) All kinds of soil
Supplying and laying moorum in layers not exceeding 20cm (loose) in depth ( or any thickness as approved by the Engineer-in-charge in case vibratory roller is used) including breaking clods, watering, consolidating each layer with power road roller 8-10 tonnes weight or vibratory roller of adequate capacity under optimum moisture content condition to give proper compaction complete including leveling fine dressing to the required grade, camber and slope complete as per specifications and as directed by the Engineer-in-charge. with all leads and lifts (The item includes cost of work, payment of necessary royalty, cariage of moorum upto work site for all leads and lifts involved from all sources acuired or arranged by the Contractor, Payment to be made for compacted quantity only.)
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 paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
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.
Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints.
RAJENDRASINH J JHALA
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