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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 CrAccepted-AOC HOUSE NO 195 3 NAIKWADA CANCA BARDEZ GOA | ₹7.1 Cr | L1 | Accepted-AOC L1 offer |
| 2 | L1₹7.1 CrRejected-AOC | ₹7.1 Cr | L1 | Rejected-AOC Tenth Lowest bidder |
| 3 | L1₹7.1 CrRejected-AOC F 3 FIRST FLOOR IMTIYAS COMPLEX NEAR JAMIYA MASZID PANDITHWADA PONDA GOA | ₹7.1 Cr | L1 | Rejected-AOC Fourth Lowest bidder |
| 4 | L1₹7.1 CrRejected-AOC GOA | NORTH GOA | GOA | 403524 | ₹7.1 Cr | L1 | Rejected-AOC Second Lowest bidder |
| 5 | L1₹7.1 CrRejected-AOC | ₹7.1 Cr | L1 | Rejected-AOC Sixth Lowest bidder |
Tender Value
₹8.9 Cr
EMD Value
₹17.8 L
Closing Date
20 Jul 2023, 5:00 pmClosed
EE I WRD Porvorim
EE I WRD Porvorim
Construction of Flood bank Protection wall along nallah passing through Ambarem village to carry rain water flowing from Mopa Airport side at Village Panchayat Varcond in Pernem Taluka.
2023_WRD_9600_1
6-9/WDI/WRD/ASW/2023-24/e-12
Open Tender
Miscellaneous Works
Item Rate
300 days
EEI WRD Porvorim Goa
Please refer Tender documents.
3 documents required · 3 mandatory
₹20,000
₹17.8 L
11 Mar 2024
22 Jun 2023
21 Jul 2023
22 Jun 2023
20 Jul 2023
22 Jun 2023
Amount
Earthwork in excavation by mechanical/manual means for desilting of nallah in all types of strata comprising any of the materials such as soil,sand ,silt,clay ,gravel,moorum of all varieties shingles,pebbles,all types of conglomerates,laterite rock,soft rock,ordinary rock,disintegrated or weathered rock,fissured/shattered,decomposed rock and all such other materials either in full or in parts as the case may be by adopting any approved method or methods as may be convenient of permitted inclusive of chiseling,wedging etc,but blasting prohibited in all conditions such as dry,moist,saturated,submerged,foul conditions etc.Including pumping or bailing out water/dewatering including setting out construction of shoring ,strutting and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,providing barricading,danger lighting ,guarding etc.And backfilling the excavated earth to the extent required and disposing of surplus excavated soil/rock at specified areas within initial lead of 50 m as per specifications and drawing and as directed by the Engineer -in -charge etc.complete.
Earthwork in excavation by mechanical/manual means in all types of strata comprising any of the materials such as soil,sand ,silt,clay ,gravel,moorum of all varieties shingles,pebbles,all types of conglomerates,laterite rock,soft rock,ordinary rock,disintegrated or weathered rock,fissured/shattered,decomposed rock and all such other materials either in full or in parts as the case may be by adopting any approved method or methods as may be convenient of permitted inclusive of chiseling,wedging etc,but blasting prohibited in all conditions such as dry,moist,saturated,submerged,foul conditions etc.Including pumping or bailing out water/dewatering including setting out construction of shoring ,strutting and bracing,removal of stumps and other deleterious matter,dressing of sides and bottom,providing barricading,danger lighting ,guarding etc.And backfilling the excavated earth to the extent required and disposing of surplus excavated soil/rock at specified areas within initial lead of 50 m as per specifications and drawing and as directed by the Engineer -in -charge etc.complete.
Transportation and carriage of Materials by tipper truck including loading ,unloading and stacking for lead upto 5.00 kms ( ii ) Earth.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in:a)All works upto Plinth Level.
Centering and shuttering including struttings, propping etc. and removal of formwork for :Foundations, footings, bases for columns and mass concrete.
Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while layingpipes of approved the concrete of retaining wall,wing wall and earth retaining structure complete as directed by the Engineer in charge. a)110 mm Dia
Laterite boulder masonry in cement concrete1:3:6( 1cement, 3 coarse sand:6 graded stone aggregate of 20mm nominal size) in foundation
CHERKALA CONSTRUCTIONS PVT. LTD.
WALI BUILDERS
I B CONSTRUCTIONS
rohidas vaigankar
D K BHOMKAR
SAIBINI CONSTRUCTION
RAF Sequeira
Santano Almeida Contractors Pvt Ltd
Western Dredging
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