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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹78.3 LAccepted-Finance FLAT NO UGF 5 SOLSONS VALLEY VIEW 1 ALTO PORVORIM BARDEZ GOA 403 521 | NORTH GOA | GOA | 403521 | ₹78.3 L | L1 | Accepted-Finance Lowest Quote |
| 2 | L2₹79.2 L+₹87,474.21 (1.12%)Rejected-Finance H NO 53 2 NEAR GOVT PRIMARY SCHOOL DULER MAPUSA BARDEZ GOA | ₹79.2 L+₹87,474.21 (1.12%) | L2 | Rejected-Finance Better quote available |
Tender Value
₹75.4 L
EMD Value
₹1.5 L
Closing Date
17 Aug 2026, 3:00 pmClosed
Executive Engineer
DISTRICT RURAL DEVELOPMENT AGENCY NORTH SPACES building 7th Floor Patto Plaza PANAJI GOA
Construction of Community Hall infront of Xetrapal Devasthan Oxel in VP Oxel ReTender
2026_DRD_30903_1
DRDA-N/GGSY/TN/12/26-27/187/L6
Open Tender
Civil Works - Buildings
Percentage
Oxel Siolim
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹1.5 L
18 Aug 2026
6 Aug 2026
18 Aug 2026
7 Aug 2026
17 Aug 2026
7 Aug 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 over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : | |||||
| 1.01 | a) All kinds of soil | 330.64 | cu.m | 286 | ₹94,563.04 |
| 2Earthwork 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 50 m. | |||||
| 2.01 | a) All kinds of soil | 235.85 | cu.m | 291 | ₹68,632.35 |
| 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. | 339.9 | cu.m | 245 | ₹83,275.5 |
| 4Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete . | |||||
| 4.01 | b) Moorum | 121.23 | cu.m | 662 | ₹80,254.26 |
| 5 | Rubble packing with hard laterite stone under floors including watering ramming & consolidating etc. in pipeline trenches & other foundations complete. | 141.22 | cu.m | 2,211 | ₹3,12,237.42 |
| 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. | 93.54 | cu.m | 5,186 | ₹4,85,098.44 |
| 7 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level
Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level. | 60.26 | cu.m | - | - |
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