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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-Finance SHOP NO 1 154 1 G F BLDG KINARA WARD NO 2 SANGUEM GOA | ₹1.1 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.1 Cr+₹1.7 L (1.57%)Rejected-Finance H NO 859 SANTEMOL RAIA SALCETE GOA | SOUTH GOA | GOA | 403103 | ₹1.1 Cr+₹1.7 L (1.57%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.3 Cr+₹20.5 L (19.0%)Rejected-Finance | ₹1.3 Cr+₹20.5 L (19.0%) | L3 | Rejected-Finance L3 |
Tender Value
₹82.2 L
EMD Value
₹1.6 L
Closing Date
4 Oct 2022, 4:00 pmClosed
EE XI WRD
Ravanfond Navelim
Construction of protection wall to the flood affected Galgibag river bank at Kattemorod to prevent the saline water entry in the agriculture field of drinking water well in V.P. Loliem Pollem in Canacona Taluka
2022_WRD_5215_1
WDXI/PB/F.24/2022-23/602/SR3
Open Tender
Miscellaneous Works
Item Rate
45 days
Ravanfond Navelim
Please refer Tender documents.
3 documents required · 3 mandatory
₹8,000
₹1.6 L
3 Jan 2023
22 Sept 2022
6 Oct 2022
22 Sept 2022
4 Oct 2022
22 Sept 2022
Amount
Earthwork in excavation by mechanical means in all type of strata comprising any of materials such as soil, sand, clay, gravels, moorum of all varieties, shingles, pebbles, all types of conglomerate laterite rock, soft rock, disintegrate-ted all such other materials whether full or parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of chiseling wedging in all conditions such as dry, moist, saturated, submerged foul conditions, etc. including pumping or bailing out water and disposing of excavated soil/rock as directed by the engineer-in-charge with all leads and lifts etc. as specified and directed etc. complete
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Providing and 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 strutting, propping etc. and removal of formwork for a) Foundations, footings, bases for Columns and mass concrete.
Refilling the pipeline/ foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 m and all lifts and disposal of surplus earth as directed by engineer in charge.
Shri Sidharth R. Xette Bandekar
Clasic Construction
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