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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.1 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L1₹17.1 LRejected-Finance H NO 517 2EE NEAR CHAPEL QUEPEM GOA | SOUTH GOA | GOA | 403103 | L1 | Rejected-Finance L1 |
Tender Value
₹21.4 L
EMD Value
₹42,859
Closing Date
29 Jan 2024, 4:00 pmClosed
EEXI, WRD
Ravonfond, Navelim
Improvement to Nallah bank at Soshebhat behind office of V.P. Durbhat in Ponda Taluka
2024_WRD_13616_1
WDXI/PB/F.24/2023-24/1189/Sr2
Open Tender
Miscellaneous Works
Item Rate
45 days
Ravonfond, Navelim
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹42,859
6 Mar 2024
17 Jan 2024
31 Jan 2024
17 Jan 2024
29 Jan 2024
17 Jan 2024
Amount
Earthwork in excavation in all type starta comprising any of the materials such as soil, silt, sand,clay gravel moorum of all varities shingles pebbles all types of conglomerates laterite rock, soft rock, ordinary rock, disintergrated rock, fissured shattered decomposed rock, or weathred rock and all such other materials either in full or in parts as the case may be adopting any approved method or methods as may be convenient or permitted inclusive of cheselling wedging etc.in all condition such as dry, moist saturated submerged foul conductions etc. including pumping & bailing out water & back filling the excavated earth & disposal of excavated stuff in specified area with a lead of of 50 mts & all lifts etc. complete & as directed by Engineer in charge. etc. complete.
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.
Centering and shuttering including struttings, propping etc. and removal of formwork for: a).Foundations, footings, bases for columns and mass concrete.
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
Providing and fixing weep holes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concrete of Retaining wall, wing wall and earth retaining structure complete as directed by Engineer in charge. a. 110 mm dia.
Runal D Kindalkar
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