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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹40.8 LAccepted-Finance 118 SHIRGAL DHARGAL PERNEM GOA | NORTH GOA | GOA | 403001 | ₹40.8 L | L1 | Accepted-Finance Lowest Quote |
| 2 | L2₹40.8 LRejected-Finance H NO 264 1 WARD NO 03 DEULWADA PALIEM PERNEM GOA | ₹40.8 L | L2 | Rejected-Finance Highest Quote |
Tender Value
₹38.8 L
EMD Value
₹77,634
Closing Date
4 Jun 2026, 3:00 pmClosed
Executive Engineer
SPACES building 7th Floor Patto Plaza
Repair beautification of Rastroli Brahman pad and temple near house of Pramod Naik at Oshalbag in W.No.1 in V.P. Dhargalim in Pernem AC
2026_DRD_29417_1
DRDA-N/GGSY/TN/09/26-27/96/L1
Open Tender
Civil Works - Buildings
Oshalbag Dhargal
Please refer Tender documents.
2 documents required · 2 mandatory
₹6,000
₹77,634
8 Jun 2026
26 May 2026
5 Jun 2026
27 May 2026
4 Jun 2026
27 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 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 | 295.56 | Cu.m | 286 | ₹84,530.16 |
| 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 | 55.92 | Cu.m | 291 | ₹16,272.72 |
| 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. | 210.89 | Cu.m | 245 | ₹51,668.05 |
| 4 | Rubble packing with hard laterite stone under floors including watering ramming & consolidating etc. in pipeline trenches & other foundations complete. | 59.02 | Cu.m | 2,211 | ₹1,30,493.22 |
| 5 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 5 (1 cement : 5 coarse sand) in foundation and basement | 47.08 | Cu.m | 5,079 | ₹2,39,119.32 |
| 6 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in cm. 1 : 4 (1 cement : 4 coarse sand) in superstructure | 33.35 | Cu.m | 7,004 | ₹2,33,583.4 |
| 7Providing & laying cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: | |||||
| 7.01 | a) All works upto plinth level | 25.66 | Cu.m | 6,325 | ₹1,62,299.5 |
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