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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.0 LAccepted-AOC | L1 | Accepted-AOC Lowest Bid | |
| 2 | L2₹15.1 L+₹5,731 (0.38%)Rejected-Finance | L2 | Rejected-Finance Other than lowest | |
| 3 | L3₹16.5 L+₹1.5 L (9.80%)Rejected-Finance 94A APR COLONY BILHARI JABALPUR MP | JABALPUR | MADHYA PRADESH | 482020 | L3 | Rejected-Finance Other than lowest | |
| 4 | L4₹16.8 L+₹1.8 L (11.8%)Rejected-Finance PB NO 809 ABERDEEN BAZAR PO ATLANTA POINT NEAR POLICE WIRELESS PORT BLAIR 744104 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744104 | L4 | Rejected-Finance Other than lowest |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
2 Apr 2022, 6:00 pmClosed
GE(I)(P)RW CARNICOBAR
GE(I)(P)RW CARNICOBAR
REPAIRS TO CRATERS OF DIFFFERENT SIZES OF RUNWAY AT AF STATION CARNICOBAR
2022_MES_506269_2
8507/GE(I)(P)RW/E8
Open Tender
Civil Works
Item Rate
270 days
AREA UNDERGE(I)(P)RW CARNICOBAR
AS PER TENDER DOCUMENTS
7 documents required · 7 mandatory
₹500
Yes
GE(I)(P)RW
₹30,000
Yes
4 May 2022
10 Mar 2022
9 Apr 2022
11 Mar 2022
2 Apr 2022
28 Mar 2022
Amount
Excavation in over area not exceeding 1.5mtr deep and getting out in soft/loose soil complete all as directed by Engineer in Charge
Removal of excavated materials to a distance exceeding 50mtr but not exceeding 150mtr and depositing where directed at a level not exceeding1.5mtr above from the starting point complete all as directed by Engineer in Charge
M&L for preparation of craters of dfferent sizes and consolidation of earth by hand ramming to desired level complete all as drected by Engineer in Charge
Supply and stacking of 90mm to 40mmm graded coarse aggregate (broken stone boulders of locally available from Port Blair) complete all as specified & directed by Engineer in Charge.
Rolling and consolidation of soling by vibrtor roller complete all as directed by Engineer in Charge.
M&L for 200mm thick (compacted thickness in layers soling with broken bulder or quiried stone of size 90mm to 40mm , interstics filled , surface formed and rolled and consolidated to a gradient in two layers each layer not exceeding 10cm compacted thicknes complete all as specified & directed by Engineer in Charge
M&L for 200 mm thick (compacted thickness in two layers) WMB with coarse aggregate of 900 to 40mm size spread , rolled and consolidated to a gradient in two layers each layer not exceeding 10cm (compacted thickness) complete all as specified & directed by Enginner in Charge.
M&L for preparation of unsurfaced water bound macadum surface by brooming down with wire brushes for removing cacked mud etc. sweeping wit brooms and finally fanning the cleaned surface with gunny bags to remove dst & dirt complete all as directed by Engineer in Charge.
M&L for applying evenly a priming tack coat with bitumen VG-30 primer with paving bitumen @ 10 Kg/10 Sqm complete all as specified & directed by Engineer in Charge.
M&L for bitumenous premixed semi dense asphaltic (Design Mix) with 5.5%(Minimum) binder content by weight of total mix or design mix as applicable for Runwa Project (as appoved by GE) laid to prepared surface, rolled to required gradient with 8-10 tonne power roller complete all as directed by Engneer in Charge.
DHAKSHNA MOORTHY AND SON
Ravi Enterprises
Chandra Construction Enterprises
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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