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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC R O COPRIMODDI ASSOLDA CHANDOR SOUTH GOA | ₹7.7 L | L1 | Accepted-AOC Being Lowest |
| 2 | L2₹7.7 LRejected-Finance | ₹7.7 L | L2 | Rejected-Finance rejected as highest |
Tender Value
₹7.3 L
EMD Value
₹14,697
Closing Date
27 May 2026, 3:00 pmClosed
Custodio Fernandes
Assolda
Construction of Retaining wall from Sanjana Dessai house to Bharti Patil house at Dodiyal - Xelvona in ward No. 05 under V. P. Assolda.
2026_VP_29260_1
VP/ASD/E-Tender/2026-2027/12 Line3
Open Tender
Civil Works
Works
90 days
Xelvona
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
₹14,697
25 Jul 2026
15 May 2026
29 May 2026
15 May 2026
27 May 2026
15 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq. m on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. | 40.95 | M3 | 291 | ₹11,916.45 |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 8.19 | M3 | 2,211 | ₹18,108.09 |
| 3 | Providing & laying in position cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded granitic or basaltic stone aggrrt. 40mm nominal size) excluding cost of centering, shuttering and ...... a) All works upto plinth level | 92.51 | M3 | 6,635 | ₹6,13,803.85 |
| 4 | Centering & shuttering including Strutting, Propping etc,. and removal of formwork for : a) foundations and footings, bases for columns and mass concreate | 168.25 | M2 | 407 | ₹68,477.75 |
| 5 | 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. | 72.03 | M3 | 245 | ₹17,647.35 |
| 6 | Providing and fixing weepholes with rigid PVC make laid in position with a required slope and level while laying pipes of approved the concreate of retaining wall wing wall and earth retaining structure complete as directedby the engineer in charge | 26.4 | RMs | 185 | ₹4,884 |
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