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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.0 CrAccepted-AOC V P ASSAGAO IN SIOLIM CONSTITUENCY MLA LAD SCHEME | SOUTH GOA | GOA | 403103 | ₹1.0 Cr | L1 | Accepted-AOC L1 offer |
| 2 | L2₹1.0 Cr+₹0.07 (<0.01%)Rejected-Finance | ₹1.0 Cr+₹0.07 (<0.01%) | L2 | Rejected-Finance Second Lowest bidder |
| 3 | L3₹1.2 Cr+₹17.1 L (16.9%)Rejected-Finance | ₹1.2 Cr+₹17.1 L (16.9%) | L3 | Rejected-Finance Third Lowest bidder |
| 4 | L4₹1.3 Cr+₹26.6 L (26.2%)Rejected-Finance H NO 859 SANTEMOL RAIA SALCETE GOA | SOUTH GOA | GOA | 403103 | ₹1.3 Cr+₹26.6 L (26.2%) | L4 | Rejected-Finance Fourth Lowest bidder |
| 5 | L5₹1.3 Cr+₹30.8 L (30.3%)Rejected-Finance | ₹1.3 Cr+₹30.8 L (30.3%) | L5 | Rejected-Finance Fifth Lowest bidder |
Tender Value
₹1.3 Cr
EMD Value
₹2.5 L
Closing Date
17 May 2023, 5:00 pmClosed
EE I WRD Porvorim
EE I WRD Porvorim
Construction of Flood Protection wall from Rameshwar Phadtes House to Vinod Kubals house in Ward No.6 at Betim in village panchayat Penha de Franca in Porvorim Constituency.
2023_WRD_8410_1
6-9/WDI/WRD/ASW/2023-24/e-07/2
Open Tender
Miscellaneous Works
Item Rate
180 days
EEI WRD Porvorim Goa
Please refer Tender documents.
4 documents required · 4 mandatory
₹8,000
₹2.5 L
13 Dec 2023
24 Apr 2023
18 May 2023
24 Apr 2023
17 May 2023
24 Apr 2023
Amount
Earthwork in excavation by mechanical means in all types of strata comprising any of the material such as soil, silt, sand, clay, gravel, moorum of all varieties, shingles, pebbles, all types of coglomerates, all types of laterite rocks, soft rock,ordinary rock,disintegrated rock,fissured / shuttered rock, decomposed or weathered rock and such other materials in full or in parts as the case may be by adopting any approved method or methods as may be convenient or permitted including chiselling,wedging etc.but blasting prohibited in all conditions such as dry,moist, saturated submerged, foul conditions etc. including pumping or bailing out water/dewatering incl. setting out constructed of shoring and bracing, removal of stump and other deleterious matter, dressing of sides and bottom and back filling the excavated earth to the extent required and disposal of excavated soil/rock at specified areas within 50 m all leads and lifts etc. as per specification & drawing and directed by the Engineer- in- charge etc. complete.a) All kinds of soil
Construction of embankement with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of Table 300-2 as per MORTH specification 305
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Providing & laying in position 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 :a) All works upto plinth level
Centering and shuttering including struttings, propping etc. and removal of formwork for a) Foundations, footings, bases for columns and mass concrete.
Providing and fixing of weep holes with rigid PVC make laid in position with a required slope and level while laying pipe of approved the concrete of retaining wall, wing wall and earth retaining structure complete as directed by the Engineer-in-charge. (B) 75 mm dia
Supplying jamba wooden bally piles 150 mm mean diameter cut to lengths required (not exceeding 9 metres) and planted in position ready for driving:a) Upto 2.5 meters long pile
Driving down wooden piles of 150mm mean diameter either in vertical or battered work to approved lines and level through various strata including arranging all the appliances necessary for pile driving complete at site (portion in ground only to be measured) a) Upto 2.5 meters long pile
SKY CONSTRUCTION
Haneef C. A.
Shri Sidharth R. Xette Bandekar
Clasic Construction
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
aoc.pdf
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details.html
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