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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.1 LAccepted-Finance H NO 53 2 NEAR GOVT PRIMARY SCHOOL DULER MAPUSA BARDEZ GOA | ₹42.1 L | L1 | Accepted-Finance Lowest Quote |
| 2 | L2₹42.5 L+₹40,502.58 (0.96%)Rejected-Finance 2128 DESAI NAGAR SANKHALI GOA | NORTH GOA | GOA | 403001 | ₹42.5 L+₹40,502.58 (0.96%) | L2 | Rejected-Finance Highest Quote |
Tender Value
₹40.1 L
EMD Value
₹80,203
Closing Date
11 May 2026, 3:00 pmClosed
Executive Engineer
SPACES building 7th Floor Patto Plaza PANAJI GOA
Repair and renovation to the crematorium at Bhailo Huddo in Ward No 1 of VP Siolim Marna of Siolim constituency under DRDA fund
2026_DRD_29009_1
DRDA-N/GGSY/TN/05/26-27/41/L4
Open Tender
Civil Works - Buildings
Percentage
Siolim
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹80,203
12 May 2026
29 Apr 2026
12 May 2026
30 Apr 2026
11 May 2026
30 Apr 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 | Dismantling the tile work in floors and roofs laid in cement including stacking of materials within 50 meters lead for thickness of tiles 10mm to 25mm. | 238.5 | sq.m | 330 | ₹78,705 |
| 2Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5m in width or 10 sq.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. | |||||
| 2.01 | a) All kinds of soil | 89.55 | cu.m | 291 | ₹26,059.05 |
| 2.02 | b) All types of Ordinary rock including all types of laterite rock, blasting prohibited | 89.55 | cu.m | 672 | ₹60,177.6 |
| 3 | 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. | 54 | cu.m | 245 | ₹13,230 |
| 4 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 88.92 | cu.m | 2,211 | ₹1,96,602.12 |
| 5Providing & 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: | |||||
| 5.01 | a) All works upto plinth level | 67.11 | cu.m | 6,810 | ₹4,57,019.1 |
| 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. | 56.4 | cu.m | 5,186 | ₹2,92,490.4 |
| 7Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1cement : 4 coarse sand) in foundation and basement. | |||||
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