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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.9 LAccepted-AOC 118 SHIRGAL DHARGAL PERNEM GOA | NORTH GOA | GOA | 403001 | ₹36.9 L | L1 | Accepted-AOC Lowest Quote |
| 2 | L2₹36.9 L+₹351 (<0.01%)Rejected-Finance H NO 264 1 WARD NO 03 DEULWADA PALIEM PERNEM GOA | ₹36.9 L+₹351 (<0.01%) | L2 | Rejected-Finance Higher quote |
Tender Value
₹35.1 L
EMD Value
₹70,199
Closing Date
18 May 2026, 3:00 pmClosed
Executive Engineer
SPACES building 7th Floor Patto Plaza
Beautification near Shree Samadhi Purush Devasthan area in Sy.No.68 0 at W.No.1 Madhalawada Parcem Pernem Goa
2026_DRD_29114_1
DRDA-N/GGSY/TN/07/26-27/73/L2
Open Tender
Civil Works - Buildings
Percentage
Madhalawada Parcem
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹70,199
13 Jul 2026
6 May 2026
19 May 2026
7 May 2026
18 May 2026
7 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 |
|---|---|---|---|---|---|
| 1Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain(not exceeding 1.5m in width or 10sq.m. on plan)including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. | |||||
| 1.01 | All kinds of soil | 367 | cu.m | 291 | ₹1,06,797 |
| 2 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 208.5 | cu.m | 2,211 | ₹4,60,993.5 |
| 3Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20mm. nominal size) excluding cost of centering, shuttering and finishing in: | |||||
| 3.01 | All works upto plinth level | 174.5 | cu.m | 6,810 | ₹11,88,345 |
| 4 | 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. | 220.5 | cu.m | 245 | ₹54,022.5 |
| 5Centering and shuttering including strutting, propping etc. and removal of formwork for | |||||
| 5.01 | Foundations, Footings, Bases for columns | 23.5 | sq.m | 407 | ₹9,564.5 |
| 5.02 | Vertical surfaces such as retaing walls, return walls, Partitions, walls (any thickness) including attached Pilasters, Buttresses, Plinth and string courses, Fillets and the like | 36.5 | sq.m | 479 | ₹17,483.5 |
| 6 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 15.5 | cum | 5,186 | ₹80,383 |
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